2019 University Drive - Plan Set 11x17GENERAL NOTES UTILITY NOTES
VILLAGE OF BUFFALO GROVE GENERAL NOTES
VILLAGE OF BUFFALO GROVE WATER MAIN NOTES
PROJECT SPECIFIC NOTES
GENERAL NOTES, STANDARDS, AND COMMITMENTS
UNIVERSITY DRIVE
NTS
2
4 N/A N/A1
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
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4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
DOCUMENTS. CONTRACT THE ININCLUDED
PROVISIONS SPECIAL THE AND PLANS; THE IN DETAILS THE EDITION; LATESTILLINOIS,
IN CONSTRUCTION MAIN SEWER & WATER FOR SPECIFICATIONS STANDARD THEHIGHWAYS;
AND STREETS FOR DEVICES CONTROL TRAFFIC UNIFORM ON MANUAL ILLINOISTHE
OF EDITION LATEST THE 2019; 1, JANUARY ADOPTED PROVISIONS SPECIALRECURRING
AND SPECIFICATIONS SUPPLEMENTAL THE SPECIFICATIONS; STANDARD THE ASTO
REFERRED AFTER (HEREIN 2016 1, APRIL ADOPTED CONSTRUCTION BRIDGE AND ROADFOR
SPECIFICATIONS STANDARD THE WITH ACCORDANCE IN DONE BE SHALL CONSTRUCTIONALL1.
RESOLVED. BE MAY CONFLICT THE THAT SO IMMEDIATELY ENGINEERTHE
NOTIFY SHALL CONTRACTOR THE CONSTRUCTION, NEW WITH CONFLICT WHICHENCOUNTERED
ARE NATURE ANY OF LINES UTILITY EXISTING IF OPERATIONS. CONSTRUCTION TODUE
DAMAGE FROM PROTECTION THEIR AND LINES UTILITY THESE OF FIELD THE INLOCATION
EXACT THE DETERMINING FOR RESPONSIBLE BE SHALL CONTRACTOR THERECORDS.
AVAILABLE TO ACCORDING PLANS THE ON SHOWN ARE RIGHT-OF-WAYS PUBLICWITHIN
UTILITIES AND PRIVATE AND PUBLIC BOTH UTILITIES, EXISTING THE FOREASEMENT2.
THEREOF. RESULT A AS CREATED MATERIALSSUITABLE UN OR DELAYS TO DUEREQUESTED
COMPENSATION ADDED POSSIBLE ANY PRECLUDE WILL ABOVE THE PROVIDE TOFAILURE
CONTRACTOR'S THE CONTRACT. THE IN INCLUDED CONSIDERED BE SHALL WORKTHIS
DEBRIS. AND DIRT FROM FREE BE SHALL LINES FLOW AND STRUCTURES DRAINAGEALL
OPERATIONS, CONSTRUCTION OF CONCLUSION THE AT DAY. WORKING EACH OF CLOSE THEAT
REMOVED BE WILL MATERIAL LOOSE THE OBSTRUCTED, IS WATER OF LINE FLOWNATURAL
THE THAT SUCH ETC. DITCHES, STRUCTURES, DRAINAGE GUTTERS, OF LINE FLOWTHE
IN DEPOSITED IS MATERIAL LOOSE ANY OPERATIONS, CONSTRUCTION DURINGWHENEVER,3.
INCURRED.
COSTS FOR PROVIDED BE WILL COMPENSATION ADDITIONAL NO AND EXPENSE ANDRISK
OWN THEIR AT PROCEEDED HAVE TO CONSIDERED BE WILL CONTRACTOR THEINSTRUCTION,
SUCH SECURE TO FAILING DISCREPANCIES. OR OMISSION BY AFFECTED WORKTHE
OF PART ANY WITH PROCEEDING TO PRIOR ENGINEER THE FROM INSTRUCTIONWRITTEN
SECURE SHALL CONTRACTOR THE DETAILS, SPECIAL OR / AND SPECIFICATIONSSTANDARD
PLANS, CONSTRUCTION THE ON SHOWN IS WHAT FROM DISCREPANCIES ANY ARETHERE
IF GRADES. AND LINE THE VERIFY MUST CONTRACTOR THE ADDITION, INMATERIALS.
ORDERING TO PRIOR SITE JOB THE AT CONDITIONS ACTUAL THE WITH WORKTHEIR
AFFECTING CONDITIONS EXISTING AND DIMENSIONS ALL VERIFY SHALL CONTRACTORTHE4.
NOTED. OTHERWISE UNLESS PAVEMENT OF EDGE TO SHOWN ARE DIMENSIONS PAVEMENTALL5.
LOCATIONS. THEIRREFERENCED
OTHERWISE OR WITNESSED HAS SURVEYOR AUTHORIZED AN ORREPRESENTATIVE,
OWNER'S OWNER, THE UNTIL MARKERS REFERENCE AND CORNERS PROPERTYMONUMENTS,
SUBSECTION OR SECTION ALL PRESERVE CAREFULLY AND PROTECT SHALL CONTRACTORTHE6.
WORK.
BEGINNING TO PRIOR HOURS 72 LEAST AT ENGINEER THE NOTIFY SHALL CONTRACTORTHE7.
EXPENSE. CONTRACTOR'STHE
AT REPLACED BE SHALL PROVISION THIS WITH NON-COMPLIANCE OF BECAUSEDAMAGED
ARE THAT MAINTAINED BE TO FACILITIES EXISTING MAINTAINED. IFCONSTRUCTION
DURING DAMAGE FROM THEM PROTECT TO AND SERVICE IN FACILITIES THEREPLACE
OR MAINTAIN TO NECESSARY WORK THE DIRECT SHALL WHO ENGINEER, THEINFORM
SHALL THEY PLANS, THE ON SHOWN THOSE THAN OTHER UNDERDRAINS OR SEWERS ANYOF
AWARE BECOMES OTHERWISE OR ENCOUNTERS CONTRACTOR THE CONSTRUCTION DURINGIF8.
ENGINEER. THE BYAPPROVED
BE SHALL FACILITIES TEMPORARY THE OF LOCATIONS THE PROJECT. THETHROUGHOUT
CONDITION SANITARY PROPER IN MAINTAINED BE SHALL FACILITIES THESITE.
WORK THE ON EMPLOYED PERSONNEL CONTRACTORS THE ALL OF USE THE FORSTATIONS
SANITIZING HAND AND FACILITIES TOILET TEMPORARY PROVIDE SHALL CONTRACTORTHE9.
SITE.
THE FROM DISCHARGES ILLICIT PREVENT TO ENGINEER RESIDENT THE BY DIRECTEDAS
OR PRACTICES BEST CONTROL SEDIMENT EROSION AND SOIL PERFORM SHALLCONTRACTOR
THE PROJECT THE FOR NECESSARY IS MANUAL SWPPP OR PERMIT NPDES NO IFMANUAL.
SWPPP AND PERMIT NPDES THE WITH COMPLYING FOR RESPONSIBLE IS CONTRACTORTHE10.
ENGINEER. THE BY DIRECTED AS CONSTRUCTION NEW AND UTILITIES GUTTER, ANDCURB
SIDEWALK, PROPOSED OF AREAS IN NECESSARY WHERE USED BE SHALL PRUNING ROOTTREE11.
CONTRACTOR. THE BYFIELD
THE IN DETERMINED BE TO IS LOCATION EXACT THEIR AND APPROXIMATE, ISPLANS
THE ON SHOWN AS UTILITIES PRIVATE OR PUBLIC OTHER ANY AND SEWERS,SANITARY
MAINS, WATER SEWERS, STORM STRUCTURES, DRAINAGE EXISTING OF LOCATIONTHE12.
VILLAGE. THE FROMPERMISSION WRITTENWITHOUT
PROPERTY VILLAGE ON OFFICE FIELD OR YARD A UP SET NOT SHALL CONTRACTORTHE13.
ENGINEER. THEBY
DIRECTED AS OR PLANS THE IN NOTED OTHERWISE UNLESS PROJECT THE OFCONSTRUCTION
DURING TIMES ALL AT PROPERTY ABUTTING TO ACCESS PEDESTRIAN ANDACCESS
DRIVEWAY EXISTING ACCESS, STREET SIDE EXISTING MAINTAIN SHALL CONTRACTORTHE14.
DIMENSIONS. CONSTRUCTION FOR PLANS SCALE NOTDO15.
IMPROVEMENT. THE TO ADJACENT OR WITHIN MATERIAL ANYBURNING
FROM PROHIBITED IS CONTRACTOR THE POLLUTION. NOISE AND WATER, AIR,REGARDING
REGULATIONS STATE ALL WITH COMPLY TO REQUIRED BE WILL CONTRACTORTHE16.
EXPENSE. THEIR AT REPLACED OR REPAIRED BESHALL
CONTRACTOR THE BY ITEMS EXISTING TO DONE DAMAGE REMAIN. WILL WHICHITEMS
EXISTING ALL NEAR EXCAVATING OR REMOVING IN CARE TAKE SHALL CONTRACTORTHE17.
MET. ARE REQUIREMENTS CONTROL TRAFFIC UNTIL COMMENCE SHALL WORKNO18.
END. DOWNSTREAM THE AT BEGIN AND LASER A USINGINSTALLED
BE SHALL SEWER ALL CONTRACT. THE OF COST THE IN INCLUDED ASCONSIDERED
BE SHALL BUT SPECIFIED NOT MAY WORK THE COMPLETE TO NECESSARYACCESSORIES
AND FITTINGS PLANS. CONSTRUCTION THE ON SHOWN AS TESTING AND COMPACTION,AND
TRENCHES OF BACKFILLING STRUCTURES, CASTINGS, PIPE, OF INSTALLATIONDEWATERING,
MATERIAL, EXCESS OF DISPOSAL TRENCHING, INCLUDE SHALL WORKUNDERGROUND1.
ALLOWED. BE NOT WILL STRUCTURES OF SAWING ORHAMMERING
DRILL. CORE A USING STRUCTURES EXISTING TO CONNECTIONS ALL COREMACHINE2.
ALLOWED. NOT ARE BRANCHESTEE
SEWER. MAIN THE TO AFFIXED PERMANENTLY MANUFACTURED FACTORY BE SHALLBRANCES
WYE BRANCHES. WYE WITH MADE BE SHLL SEWERS NEW TO CONNECTIONS SERVICESANITARY3.
C-923 ASTM OFREQUIREMENTS
THE MEETING STRAPS STEEL STAINLESS DOUBLE WITH SECURED BOOTNEOPRENE
A WITH INSTALLED BE SHALL MANHOLES SANITARY EXISTING TO CONNECTIONALL4.
COUPLINGS. NON-SHEAR STEEL STAINLESS WITHDONE
BE SHALL LINES SANITARY OR STORM DISSIMILAR OR EXISTING TO CONNECTIONSALL5.
PERMITTED. BE NOT WILL SOILS PERMEABLE OF USE THE DENSITY.PROCTOR
MODIFIED 90% TO COMPACTED MECHANICALLY SOIL CLAY SILTY BE SHALLBEDDING
REPLACED THE STREAMS. OR PONDS FROM OR TO DRAINING SEWERS OFDOWNSTREAM
AND UP FEET 15 OF DISTANCE A FOR OMITTED BE SHALL BACKFILL AND BEDDINGSTONE6.
STEEL. STAINLESS BE SHALL HARDWARE ALL ADDITION, IN FITTINGS. ANDCONNECTIONS
ALL AT JOINTS TYPE RESTRAINED MECHANICAL HAVE SHALL MAIN WATERALL7.
ENGINEER. RESIDENTTHE
BY APPROVED AS USED BE MAY BLOCKS PRECAST CONCRETE. PLACE IN POURED BESHALL
BLOCKING THRUST REQUIRED. IS BLOCKING THRUST ALL FOR INSPECTIONINDIVIDUAL
ETC. ELBOWS, TEES, BENDS, ALL AT MAIN WATER ON PROVIDED BE SHALL BLOCKINGTHRUST8.
PIT. SUMP A TO DRAIN FIRST SHALL DRAINSFOOTING
SYSTEM. SEWER STORM THE TO DISCHARGE SHALL DRAINS OUTSIDE AND DRAINS,YARD
SIDE DOWNSPOUTS, ALL SEWER. SANITARY THE TO DISCHARGE SHALL DRAINS FLOORALL9.
GRADE. FINISHED WITH FLUSH RISER PLUGGED THE OF TOP THE WITH SEALED,PROPERLY
BE SHALL CLEANOUT THE ENGINEER. THE BY DESIGNATED LOCATION A ATPROVIDED
BE SHALL CLEANOUT A LENGTH, IN FEET 100 LINE-EXCEEDS SERVICE A WHENALLOWED.
BE NOT WILL BENDS DEGREE) (90 ANGLE RIGHT BENDS. SUCH BETWEEN PIPESTRAIGHT
OF FEET 2 THAN LESS NOT WITH PRACTICABLE, WHEREVER BENDS DEGREE22-1/2
OF COMBINATIONS WITH MADE BE SHALL PIPE SERVICE OF DIRECTION OF CHANGESFOOT.
PER -INCH 1/2 THAN MORE NOT BUT FOOT, PER 1/8-INCH OF SLOPE MINIMUM AHAVE
SHALL PIPE THE INCHES. 6 THAN LESS NOT BUT BUILDING, THE FROM PIPEPLUMBING
THE OF DIAMETER THE THAN LESS BE NOT SHALL PIPE SERVICE SEWER STORMBUILDING10.
EXPENSE. CONTRACTORS THE AT REPLACED BE SHALL NEGLIGENCECONTRACTORS
THE TO DUE ITEMS SALVAGED THE TO DAMAGE ANY ENGINEER. THE WITHBOULEVARD
RAUPP 51 TO DELIVERY COORDINATE SHALL CONTRACTOR THE GROVE. BUFFALO OFVILLAGE
THE OF PROPERTY THE REMAIN AND SALVAGED BE SHALL PROJECT THIS INEPLACED
R OR ABANDONED AREWHICH ETC. HYDRANTS, FIRE VALVES, GRATES, LIDS,FRAMES,1.
LOSS. OR INJURY DAMAGE, FROM PROTECTION THEIR OR PROPERTY OR PERSONS OFSAFETY
ON BEARING AUTHORITIES PUBLIC ALL OF ORDERS LAWFUL AND REGULATIONSRULES,
ORDINANCES, LAWS, APPLICABLE WITH COMPLY AND NOTICES GIVE SHALL CONTRACTORTHE2.
WORK. OF ITEM THAT TO INCIDENTAL IS GUTTER ANDCURB
OR SIDEWALK DRIVEWAY, OF FRAMING OR REMOVAL WITH DONE EXCAVATION EARTHANY3.
CONTRACT. THE OFCOST
THE IN INCLUDED CONSIDERED BE SHALL REQUIRED BRACING POLE LIGHT STREETANY4.
ENGINEER. THE OF SATISFACTION THE TO DAY SAME THE ON RE-ERECTED BE MUSTTHEY
PURPOSES CONSTRUCTION FOR DOWN TAKEN ARE SIGNS IF REMOVED. BE TO IS SIGNAGENO5.
ENGINEER. THE BYAPPROVED
BE MUST TRIMMING TREE ADDITIONAL ALL CONTRACT. THE OF COST THE ININCLUDED
CONSIDERED BE SHALL AND CLEARANCES" EQUIPMENT AND SAFETY FOR"PRUNING
DETAIL ONE DISTRICT IDOT THE WITH ACCORDANCE IN DONE BE SHALLOPERATIONS
CONSTRUCTION / CLEARANCES EQUIPMENT FOR TRIMMING REQUIRE THAT BRANCHESANY6.
REBAR. THE COVER TO INSTALLED MORTAR HAVE AND LOCATION FINAL ITS INIS
STRUCTURE THE ONCE FLUSH CUT AND REMOVED BE SHALL RINGS LIFTING AND HOOKSALL7.
SIZES. PIPE MAIN WATER DIFFERING TO DUE DELAYSWITHOUT
WORK THE COMPLETE TO ETC SLEEVES, FITTINGS, OF NUMBER ADEQUATE AN HAVESHALL
CONTRACTOR THE SIZES. MAIN WATER ACTUAL REPRESENT NOT MAY AND ATLASESUTILITY
GROVE BUFFALO OF VILLAGE THE FROM DETERMINED WERE MAINS EXISTING OFSIZES1.
HYDRANT. FIRE THE TO TAPED SECURELY BE SHALL BAG PLASTIC THESERVICE.
IN IS MAIN WATER NEW UNTIL AND REMOVAL UNTIL OR INSTALLATION AFTERBAGS
PLASTIC BLACK WITH HYDRANTS FIRE ABANDONED AND HYDRANTS FIRE NEW ALLCOVER2.
C-1244 ASTM PER TIGHT WATER BE SHALL VAULTS VALVE ALL CONNECTIONS.MAIN
WATER ALL FOR C-923 ASTM OF REQUIREMENTS THE MEETING BOOTS RUBBER HAVESHALL
VAULTS VALVE VAULT. VALVE THE OF COST THE IN INCLUDED BE SHALL LANDSCAPINGOR
PAVING OF TIME THE AT GRADE FINAL TO ELEVATIONS RIM VAULT VALVE OFADJUSTMENT3.
DRAWINGS. ENGINEERING APPROVED THE FROM CHANGESFIEND
ALL AND FITTINGS AND BENDS BURIED ALL OF LOCATIONS UTILITIES,UNDERGROUND
INSTALLED ALL OF LOCATIONS WATERMAIN, ALL OF ELEVATIONS PIPE OF TOPAND
RIM MAIN, FORCE ALL OF ELEVATIONS PIPE OF TOP AND RIM SEWERS, ALL OFELEVATIONS
INVERT AND RIM INCLUDE THAT DRAWINGS AS-BUILT PROVIDE SHALL CONTRACTORTHE1.
SPECIFICATIONS.
STANDARD THE AS WELL AS MUNICIPALITY THE OF REQUIREMENTS THE TO CONFORMSHALL
WORK ALL REPRESENTATIVE. OWNERS THE BY INSPECTED BE WILL CONSTRUCTIONALL2.
BEGINS. WORK BEFORE GROVE BUFFALO OF VILLAGE THEWITH
BONDED AND LICENSED BE TO REQUIRED BE SHALL CONTRACTOR WATER AND SEWERTHE3.
PROJECT. THIS ON WORK THEOF
TESTING AND INSTALLATION, CONSTRUCTION, IN INVOLVED LIABILITY ALL FROMAGENTS,
THEIR AND MUNICIPALITY THE ENGINEER, OWNER, THE INDEMNIFY SHALL CONTRACTORTHE4.
INSURED. ADDITIONAL AS LISTED BEMUST
INC. BLA, OF AGENTS AND EMPLOYEES OFFICIALS, ALL REQUIREMENTS. INSURANCEGROVE
BUFFALO OF VILLAGE THE WITH ACCORDANCE IN INSURANCE CARRY MUST CONTRACTORTHE5.
DATUM. VERTICAL 88 NAVD ON ARE ELEVATIONSALL6.
OPERATIONS.CONSTRUCTION
ALL OF PUBLIC THE PROTECT AND INFORM ADEQUATELY TO CONTROL TRAFFICALL
OF MAINTENANCE AND INSTALLATION THE FOR RESPONSIBLE BE SHALL CONTRACTORTHE7.
OTHERWISE.
NOTED SPECIFICALLY UNLESS CRUSHED BE SHALL PROJECT THE ON USED STONEALL8.
STRIKING.
FINAL OF HOUR 1 WITHIN APPLIED FINISH BROOM LIGHT A HAVE SHALL CONCRETEALL9.
RATE.APPLICATION
RECOMMENDED MANUFACTURER THE AT STRIKING FINAL OF HOUR 1 WITHINSURFACE
THE TO APPLIED COMPOUND CURING 3 TYPE IDOT WHITE, A HAVE SHALL CONCRETEALL10.
ENGINEER. THE TO ACCEPTABLE FOUND UNTIL RE-PROOF-ROLLED ANDREPAIRED
BE SHALL DEFICIENCIES ALL BODY. DUMP THE IN PLACED UNIFORMLY BE SHALLLOAD
THE TONS. (25) TWENTY-FIVE LEAST AT WEIGHING LOAD WITH TOGETHER TRUCKDUMP
THREE-AXLE A USING DONE BE SHALL PROOF-ROLLING ENGINEER. THE OF PRESENCETHE
IN PROOF-ROLLED BE SHALL SUBGRADE THE STONE, AND FABRIC OF PLACEMENT TOPRIOR11.
INTERVALS. FEET (15) FIFTEEN ATTOOLED
BE SHALL JOINTS CONTRACTION DEPTH. FULL FOR CONCRETE OF FREE BE MUSTJOINTS
EXPANSION ALL TUBES. EXPANSION METAL WITH FITTED AND GREASED BE SHALLBARS
DOWEL THE OF ENDS ALTERNATE RETURNS. CURB AND PT'S PC'S, ALL AT ANDINTERVALS
FOOT (45) FORTY-FIVE AT CURBS ALL IN INSTALLED BE SHALL BARS DOWEL STEELROUND
PLAIN 18" X 3/4" (2) TWO WITH JOINTS EXPANSION FIBER PRE-MOLDED THICK3/4"12.
CONCRETE. NEW INTO EXTENDING 8" WITH CONCRETE EXISTING INTO4"
BE SHOULD BARS DOWEL THE BUILDINGS. AND GUTTERS, AND CURBS SIDEWALKS,EXISTING
TO ADJACENT POURED CONCRETE INCLUDES THIS O.C. 24" AT BARS #4 12"SMOOTH
WITH DOWEL AND JOINT EXPANSION FIBER PRE-MOLDED THICK 1/2" A SET CONCRETENEW
OR / EXISTING ABUTS CONCRETE NEW WHENEVER PLANS THE ON NOTED OTHERWISEUNLESS13.
NOTED. OTHERWISE UNLESS COATED EPOXY BE SHALL BARS TIE AND BARS DOWELALL14.
DENSITY. PROCTOR MODIFIED 90% TO COMPACTED BE SHALL AREAS LAWN INSUBGRADE
ALL DENSITY. PROCTOR MODIFIED 95% TO COMPACTED BE SHALL SUBGRADE PAVEMENTALL15.
1081.05 ARTICLE OF REQUIREMENTS WITH COMPLY SHALLTOPSOIL
AREAS. GREEN PROPOSED AND AREAS DISTURBED ALL ON TOPSOIL SCREENEDSPREAD16.
REPRESENTATIVE. VILLAGE AUTHORIZED ORENGINEER
VILLAGE THE MEAN TO INTERPRETED BE SHALL "ENGINEER" TO REFERENCESALL17.
CONTRACT. SEPARATE A UNDER LINED BE TO IS SEWER SANITARYEXISTING
THE PROJECT, THIS WITH SIMULTANEOUSLY THAT AWARE BE SHALL CONTRACTORTHE18.
TOPSOIL NEEDED SHALL NOT BE PAID FOR SEPARATELY BUT INCLUDED IN THE CONTRACT.
TOPSOIL. ALL SAND UTILIZED FOR BACKFILLING IN THE PARKWAY AND ADDITIONAL
SETTLEMENT. THE SAND MUST BE KEPT 6" BELOW FINISHED GRADE FOR ACCEPTANCE OF
CONTRACTORS OPTION SAND MAY BE UTILIZED AS BACKFILL IN TURF AREAS TO PREVENT
REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. AT THE
WITHIN THE WARRANTY PERIOD AS DESCRIBED IN THE SPECIFICATIONS SHALL BE
BACKFILL IN TURF AREAS MAY UTILIZE THE EXISTING SUBGRADE. ANY SETTLEMENT
4.
5.
6.
NO COST TO THE VILLAGE.
THE ENGINEER AND MUST BE REMOVED FROM THE PROJECT SITE ON A WEEKLY BASIS AT
CONTRACTOR. ALL MATERIALS MARKED ARE DEEMED UNSUITABLE FOR CONSTRUCTION BY
MARKED WITH SPRAY PAINT. THE MARKED MATERIALS REMAIN THE PROPERTY OF THE
ALL MISHANDLED OR DAMAGED MATERIALS AS INSPECTED BY THE ENGINEER WILL BE
REQUIREMENT ARE INCLUDED IN THE COST OF THE CONTRACT.
ARE NO LEAKS IN THE LINE. ALL COSTS ASSOCIATED WITH COMPLYING WITH THIS
INSPECTED FOR A PERIOD OF TIME DETERMINED BY THE ENGINEER TO VERIFY THERE
BACKFILLED UNTIL DIRECTED BY THE ENGINEER. THE SECTION OF PIPE WILL BE
SYSTEM PRESSURE UNDER WITNESS OF THE ENGINEER. THE PIPE SHALL NOT BE
REQUIREMENTS SHALL BE INSTALLED PER THE SPECIFICATIONS AND BROUGHT UP TO
ALL MAIN INSTALLED NOT SUBJECT TO PRESSURE TEST AND CHLORINATION TESTING
BLA, Inc.
GENERAL NOTES, STANDARDS, AND COMMITMENTS
UNIVERSITY DRIVE
NTS
EROSION AND SEDIMENT CONTROL NOTES
3
4
DEMOLITION NOTES
2 N/A N/A
BUFFALO GROVE ROAD SEQUENCING NOTES
CONSTRUCTION SEQUENCING NOTES
CAMBRIDGE DRIVE SEQUENCING NOTES
DOWNING & SELWYN SEQUENCING NOTES
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
PROJECT. THE OF DURATION THE THROUGHOUT REPLACED,BE
SHALL THEY PURPOSE FULL THEIR TO FUNCTIONING LONGER NO OR DAMAGED AREMEASURES
CONTROL EROSION IF MANUAL. URBAN AGENCY'S PROTECTION ENVIRONMENTALILLINOIS
THE OF EDITION CURRENT THE OF REQUIREMENTS THE OF ACCORDANCE INPROJECT
THE OF DURATION THE AND CONSTRUCTION DURING FEATURES CONTROL EROSION ANDSOIL
ALL OF MAINTENANCE FOR RESPONSIBILITY ASSUME AND INSTALL SHALL CONTRACTORTHE1.
ENGINEER. THE OF DIRECTION THE AT AND WARRANT CONDITIONS FIELD ASFREQUENTLY
MORE OR WORK OF DAY EACH OF CLOSE THE AT COMPLETED BE WILL THIS SITE.PROJECT
THE FROM TRACKED IS THAT MATERIAL OF ROAD ANY CLEANING FORRESPONSIBLE
BE SHALL CONTRACTOR THE TACKING. SEDIMENT OFFSITE OF EVIDENCE FORINSPECTED
BE SHALL SITE CONSTRUCTION THE EXIT OR ENTER VEHICLES WHERE LOCATIONSIN2.
WATERS. RECEIVING TO IMPACTS SIGNIFICANT PREVENTING IN EFFECTIVE AREMEASURES
CONTROL EROSION WHETHER ASCERTAIN TO INSPECTED BE SHALL THEY ACCESSIBLE.ARE
POINTS OR LOCATIONS DISCHARGE WHERE SYSTEM. DRAINAGE THE ENTERINGPOLLUTANTS
FOR, POTENTIAL THE OR OF, EVIDENCE FOR INSPECTED BE SHALLPRECIPITATION
TO EXPOSED ARE THAT MATERIALS OF STORAGE FOR USED AREAS AND AREASDISTURBED3.
NEEDED. AS REPLACED OR REPAIRED BESHALL
BASKETS THE AND NECESSARY AS BASKETS THE FROM REMOVED BE SHALL DEBRISAND
SEDIMENT ENGINEER. THE BY DIRECTED LOCATIONS AT AND LIMITS PROJECT THEWITHIN
STRUCTURES INTAKE IN MAINTAINED AND INSTALLED BE SHALL BASKETS FILTERINLET4.
LOCATION. THAT ATACTIVITIES
CONSTRUCTION OF CESSATION THE FROM DAYS (7) SEVEN WITHIN CEASED ORCOMPLETED
IS WORK WHERE LOCATIONS DISTURBED ALL STABILIZE SHALL CONTRACTORTHE5.
FENCE. THE WITHIN DISTURBED OR DRIVE, STORED, BETO
IS NOTHING FENCED SAFELY ARE TREES AFTER LIMITS. PROJECT THE WITHIN REMAINTO
TREES EXISTING OF LINE DRIP THE ALONG ERECTED BE SHALL PROTECTION TRUNKTREE6.
SNOWMELT.
SIGNIFICANT OR SNOWFALL EQUIVALENT OR EVENT RAIN INCH ½ EACH AFTER ANDDAYS
SEVEN EVERY DOCUMENTED AND INSPECTED BE MUST MEASURES CONTROL EROSIONALL7.
OBSTRUCTED. NOT IS WATEROF
FLOW NATURAL SO DAY WORKING EACH OF CLOSE THE AT REMOVED BE SHALLSTRUCTURES
DRAINAGE OR GUTTERS THE OF LINE FLOW THE IN DEPOSITED MATERIALLOOSE8.
PLANS. THE IN FOR CALLED AS IMPROVEMENTS THE PROVIDE TO NECESSARYTHOSE
OUTSIDE ARE WHICH AREAS DISTURB TO NOT ADVISED EXPRESSLY IS CONTRACTORTHE9.
PROJECT. THE OF LIFE THETHROUGHOUT
MAINTAINED OR DAMAGED IF REPLACED BE SHALL MEASURES CONTROL EROSIONALL10.
AREA. PROJECT THEOF
OUTLET DOWNSTREAM THE TO PRIOR SETTLE TO SEDIMENT THE ALLOW TO SOCONSTRUCTED
BE MUST BASIN SEDIMENTATION A CASE EACH IN MATERIAL. EXCAVATED OFEROSION
CAUSE NOT WILL FLOWS CHANNEL THAT SO CONSTRUCTED BE MUST CHANNELS, BYPASSALL11.
MEASURES. CONTROLSEDIMENT
SUPPLEMENTAL OTHER AND BAG FILTER CONTAINMENT SEDIMENT A OF USE THEREQUIRE
MAY PUMPING SILT. OF FREE BE SHALL WATER PUMPED ALL LIMIT. PROJECT THEOUTSIDE
DIVERTED BE WATER THE WILL CASE NO IN BUT DEVICES, BYPASS AS USED BE MAYPUMPS12.
SITE. THE FROM PROPERLY REMOVED BESHALL
DEVICES CONTROL EROSION THE TIME WHICH AT ESTABLISHED BEEN HASVEGETATION
PERMANENT UNTIL PLACE IN REMAIN SHALL MEASURES CONTROL EROSION ANDSEDIMENT13.
VILLAGE.
THE TO EXPENSE ADDITIONAL NO AT ENGINEER THE BY DIRECTED AS DICTATEOPERATIONS
CONSTRUCTION AS CONSTRUCTION THROUGHOUT NECESSARY AS IMPLEMENTED ANDREVISED
BE SHALL DEVICES CONTROL EROSION AND SEDIMENT ACTIVITIES. DISTURBING LANDTO
PRIOR FUNCTIONAL AND INSTALLED BE SHALL DEVICES CONTROL EROSION ANDSEDIMENT14.
SIDEROADS. ADJACENT AND LIMITS PROJECT THE WITHIN CONTROL DUST OFPURPOSED
THE FOR DISPOSAL THEIR AT WATER OF SOURCE A MAINTAIN SHALL CONTRACTORTHE15.
RECEPTACLES. APPROVED IN OFDISPOSED
AND COLLECTED BE SHALL MATERIALS CONSTRUCTION AND DEBRIS CONSTRUCTIONWASTE,16.
POLLUTANTS. POTENTIAL OTHER OR LEAKS, SPILLS, OFFREE
IS PROJECT THE ENSURE TO CLEANING AND FUELING EQUIPMENT AND TOILETS,PORTABLE
SITES, STORAGE MATERIAL MANAGE AND MAINTAIN PROPERLY SHALL CONTRACTORTHE17.
ENGINEER.
THE BY NECESSARY DETERMINED IF AVAILABLE BE SHALL FACILITIES WASHOUTCONCRETE18.
LIMITS.
PROJECT THE OF OUTSIDE WATER DIVERT NOT SHALL BUT NECESSARY, DEEMED IFDEVICES,
BYPASS AS UTILIZED BE MAY PUMPS WATER. OF FLOW ORIGINAL THE REJOININGTO
PRIOR SETTLE TO SEDIMENT THE ALLOW TO CONSTRUCTED BE MUST BASINSEDIMENTATION
A SURFACE. DISSIPATING ENERGY NON-ERODIBLE, A AN ON PLACED BE SHALL OUTLETTHE
AND PIT SUMP A IN PLACED BE SHALL HOSE THE OF INLET THE NECESSARY IS BYPASSIF19.
REQUIREMENTS.
FOR COURSE" BASE OF MAINTENANCE AND STAGING "CONSTRUCTION SPECIFICATIONSTHE
TO REFER LOCATIONS. DRIVEWAY AT ENGINEER THE BY DIRECTED AS INSTALLED BESHALL
RAMPS TEMPORARY PROJECT. THE THROUGHOUT MAINTAINED BE MUST ACCESSRESIDENT1.
ENGINEER. THE BYAPPROVED
AND OPERATIONS CONSTRUCTION WITH CONFLICT IN IF REMOVED BE ONLY SHALLPAVERS
BRICK REMOVED. WERE THEY LOCATION THE TO ADJACENT STACKED NEATLY ANDREMOVED
CAREFULLY BE SHALL PAVERS BRICK THE WAY. OF RIGHT VILLAGE THE WITHINPAVERS
BRICK EXISTING OF LOCATIONS ARE THERE THAT ADVISED BE SHALL CONTRACTORTHE2.
YARD. WORKS PUBLIC GROVE BUFFALO THE TODELIVERED
AND SALVAGED BE SHALL REMOVED B-BOXES AND VALVES, HYDRANTS, ALLREMOVED.
CAREFULLY BE SHALL VALUES AND B-BOXES AUXILIARY, HYDRANT HYDRANTS, FIREALL3.
ENGINEER. THE OF SATISFACTION THE TO EXPENSE, CONTRACTORS THE AT REPLACEDAND
REMOVED BE SHALL NEGLIGENCE CONTRACTORS THE TO DUE STRUCTURES THE TOOCCURRED
DAMAGE ANY DAMAGE. FROM PROTECTED BE SHALL REMAIN TO STRUCTURESEXISTING4.
ENGINEER. THE BY DETERMINED AS OCCURRENCE PER FINE $500 A IN RESULTWILL
REQUIREMENT THIS WITH COMPLIANCE NON HYDRANTS. OR VALVES EXISTING ANYOPERATE
CONTRACTOR THE SHALL TIME NO AT HYDRANT. OR VALUE EXISTING OF OPERATIONFOR
PRIOR HOURS 48 OF MINIMUM A ENGINEER THE WITH COORDINATE SHALL CONTRACTORTHE5.
VILLAGE.THE
TO EXPENSE ADDITIONAL NO AT CONTRACTOR THE BY REPLACED OR THOROUGHLYCLEANED
BE SHALL REMAIN TO SURFACES ON TRACKED SLURRY ANY REMAIN. TO SURFACESEXISTING
ON TRACKING PREVENT TO PROMPTLY SLURRY SAWCUT AND REMOVE SHALL CONTRACTORTHE6.
ENGINEER. THE TO CONDITIONS EXISTING REPORT SEWERS. STORMAND
WATERMAIN FOR MATERIALS AND SIZE DEPTHS, PIPE EXISTING VERIFY TOINTERSECTION
OF CORNER SOUTHEAST THE ON EXCAVATION EXPLORATORY CONDUCT TOCONTRACTOR1.
CORNER.
SOUTHEAST THE ON WATERMAIN IN 6 EXISTING INTO MADE BE WILL CONNECTIONPRESSURE2.
VALVE.CLOSED
OF TOP ON INSTALLED VILLAGE, THE BY PROVIDED PLATE, A AND REMOVED NUTOPERATING
HAVE AND VALVE CLOSE TO CONTRACTOR INSTALLED, IS WATERMAIN PROPOSEDONCE3.
BLOCK. THRUST INSTALL AND MAIN WATER EXISTING CAP ANDCUT4.
PLANS. ON SHOWN AS SEWERS STORM QUALITY WATERMAININSTALL5.
ENGINEER. THE TO CONDITIONS EXISTING REPORT SEWERS. STORM ANDWATERMAIN
FOR MATERIALS AND SIZE DEPTHS, PIPE EXISTING VERIFY TO INTERSECTION OFCORNERS
SOUTHEAST AND NORTHEAST THE ON EXCAVATION EXPLORATORY CONDUCT TOCONTRACTOR1.
PLANS.
THE ON INDICATED AS INTERSECTION THE OF CORNERS SOUTHEAST AND NORTHEASTTHE
ON VAULTS VALVE EXISTING THE TO ADJACENT MADE BE WILL CONNECTIONS PRESSURETWO2.
VALVE.CLOSED
OF TOP ON INSTALLED VILLAGE, THE BY PROVIDED PLATE, A AND REMOVED NUTOPERATING
HAVE AND VALVE CLOSE TO CONTRACTOR INSTALLED, IS WATERMAIN PROPOSEDONCE3.
BLOCK. THRUST INSTALL AND MAIN WATER EXISTING CAP ANDCUT4.
PLANS. ON SHOWN AS SEWERS STORM QUALITY WATERMAININSTALL5.
PATCHING. REQUIREDINSTALL6.
ENGINEER. THE BY REQUIRED/DIRECTED ASAND/OR
PLANS ON SHOWN AS DEVICES CONTROL SEDIMENT AND EROSION ALL INSTALL ANDFURNISH1.
ENGINEER. THE BY REQUIRED/DIRECTED AS AND/ORPLANS
ON SHOWN AS PRUNING ROOT TREE AND PROTECTION TREE ALL INSTALL ANDFURNISH2.
TRACKING. PREVENT TO PAVEMENT THE OFF CLEANED THOROUGHLY ANDIMMEDIATELY
BE SHALL CUTTING SAW FROM RESIDUE THE TRENCHES. UTILITY ALL CUT SAWFULL-DEPTH3.
PAVEMENT. INSTALL TO ORDER IN DEPTH NECESSARY TO REMOVED BE TO STONE ANDGRADE
FINISHED ROADWAY TO UP BACKFILLED BE TO TRENCHES MOLED. OR CUT OPEN BECAN
SERVICES WATER DRIVE. UNIVERSITY ALONG SERVICES WATER AND WATERMAININSTALL4.
PLANS. ON INDICATED AS INSTALLED BE TO SEWERSSTORM5.
ENGINEER. BY APPROVED AS FORCEMAIN CUT OPEN TO OPTION HASCONTRACTOR
THE BORING. DIRECTIONAL VIA DRIVE UNIVERSITY ALONG INSTALLED BE TOFORCEMAIN6.
PHASE. NEXTTHE
TO ON MOVING TO PRIOR COURSE BINDER ASPHALT HOT-MIX THE INSTALL TO REQUIREDBE
SHALL CONTRACTOR THE PHASE. NEXT THE IN CURB THE OF REMOVAL TO PRIORINSTALLATION
CURB FOLLOWING RE-POURED BE SHALL SIDEWALKS REQUIRED, UNTIL REMOVED BENOT
SHALL SIDEWALKS HOME. THEIR TO ACCESS VEHICLE WITHOUT BE TO ALLOWED BERESIDENT
ANY WILL TIME NO AT ENGINEER. THE BY APPROVAL FOR MEETINGPRE-CONSTRUCTION
THE AT PLAN SEQUENCING/STAGING ALTERNATE AN SUBMIT MAYCONTRACTOR
THE DESIRED, IF WORK. THE FOR STAGING SUGGESTED THE ARE DETAILS FOLLOWINGTHE
PARKING. RESIDENT FOR STONEWITH
FILLED PAVEMENT EXISTING BETWEEN VOIDS HAVE SHALL CURB CURED FULLY THESTREET,
OF SIDE OPPOSITE ON CURB REMOVING TO PRIOR TIME. A AT STREET THE OF SIDEONE
ON WORK CURB ALL COMPLETE TO REQUIRED BE WILL CONTRACTOR THERECONSTRUCTION.
ROADWAY TO PRIOR AND ABOVE, AFOREMENTIONED WORK WITHCONCURRENTLY
CONSTRUCTED BE TO RAMPS SIDEWALKS/ADA AND GUTTERS AND CURBDRIVEWAYS,7.
TRAFFIC. TO OPENING BEFORE CURE TO 72-HOURS OF MINIMUM A APRONS DRIVEWAYALLOW8.
GRADE. ROAD FINSH BELOWIN
4.5 TO UP INSTALLED BE WILL SUBGRADE AGGREGATE PROJECT, THROUGHOUT VARYDEPTHS
HMA GIVEN BASE. STONE EXISTING TO DOWN PAVEMENT EXISTING REMOVE TOCONTRACTOR9.
ENGINEER. THE BY MARKED AND REQUIRED ASIMPROVEMENTS
SUBGRADE AGGREGATE ANY INSTALL AND COURSE BASE PAVEMENT EXISTING ROLLPROOF10.
REMOVAL. OF AREATHE
IN COURSE BINDER INSTALL TO OPERATIONS REMOVAL PAVEMENT OF BEGINNING THEFROM
DAYS CALENDAR 14 HAVE WILL CONTRACTOR THE COURSE. BINDER ASPHALT HOT-MIXPAVE11.
PLANS.ON
INDICATED MARKINGS PAVEMENT INSTALL AND COURSE SURFACE ASPHALT HOT-MIXPAVE12.
RESTORATION. LANDSCAPE GENERAL ALLCOMPLETE13.
DAYS. BACK TO BACK ONDOWNS
SHUT TWO THAN MORE NO DURING DONE BE SHALL DRIVE UNIVERSITY ON WORK REQUIREDALL
PROTECTION. CONTROL TRAFFIC AND SIGNING INFORMATION TEMPORARYINSTALL1.
ENGINEER. THE TO CONDITIONS EXISTINGREPORT
WATERMAIN. IN 12 EXISTING OF MATERIAL AND SIZE DEPTH, PIPE VERIFY TOEXCAVATION
EXPLORATORY CONDUCT TO CONTRACTOR INTERSECTION. DRIVE UNIVERSITY ANDROAD
GROVE BUFFALO OF SIDE NORTHEAST ON VAULT VALVE WATERMAIN IN 12 EXISTINGLOCATE2.
WATERMAIN.
IN 12 EXISTING OF SEGMENTS REQUIRED REMOVE VAULTS. VALVE SOUTHEASTAND
NORTHEAST THE AT WATERMAIN IN 12 OFF SHUT PROCEED, TO ARROVAL ENGINEER'SUPON3.
WATERMAIN.EXISTING
THE TO CONNECTING SEGMENTS, WATERMAIN IN 12 PROPOSED INSTALL ANDCHLORINATE4.
BLOCK. THRUST INSTALL AND WATERMAIN IN 12 EXISTING CAP ANDCUT5.
PLANS ONSHOWN
AS DRIVE UNIVERSITY #23 AT INSTALLATION WATERMAIN PROPOSED FOR STEPSREPEAT6.
INTERSECTION.
THE OF CORNER SOUTHEAST THE AT VAULTS VALVE TWO THE ABANDON TOCONTRACTOR7.
ROADWAY.
GROVE BUFFALO TO ADJACENT AND ON IMPROVEMENTS UTILITY REMAINING ALLCOMPLETE8.
ROADWAY. GROVE BUFFALO TO ADJACENT AND ON CURB AND SIDEWALKINSTALL9.
PATCHING. REQUIREDINSTALL10.
PROTECTION. CONTROL TRAFFIC AND CONTROL TRAFFIC TEMPORARYREMOVE11.
RESTORATION. LANDSCAPE GENERAL ALLCOMPLETE12.
SPECIFICATIONS.
STANDARD THE TO ACCORDING APPLIED BE WILL AND DAY PER $2,500 OFDAMAGES
LIQUIDATED FOR CAUSE BE WILL STARTING OF WEEKS CALENDAR TWO WITHIN WORKTHIS
COMPLETE TO FAILURE DISTRUBANCE. INITIAL OF WEEKS CALENDAR TWO WITHINRESTORATION,
INCLUDING COMPLETE, BE SHALL ROADWAY GROVE BUFFALO TO ADJACENT AND ON WORKALL
PERMIT. COUNTY COOK THE ON SPECIFIEDHOURS
THE DURING COMPLETED BE SHALL ROADWAY GROVE BUFFALO TO ADJACENT AND ON WORKALL
BLA, Inc.
GENERAL NOTES, STANDARDS, AND COMMITMENTS
UNIVERSITY DRIVE
NTS
STANDARD SYMBOLS
4
4 N/A N/A
PROJECT CONTACTS
3
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
EXISTING SIGN
PROPOSED SIGN
EXISTING TREE
EXISTING LEGENDPROPOSED LEGEND
EXISTING WETLAND LIMITS
EXISTING AERIAL LINES
EXISTING UNDERGROUND ELECTRIC
EXISTING UNDERGROUND FIBER OPTIC
EXISTING UNDERGROUND GAS
EXISTING UNDERGROUND SANITARY SEWER
EXISTING UNDERGROUND STORM SEWER
EXISTING UNDERGROUND TELEPHONE
EXISTING UNDERGROUND WATER MAIN
EXISTING OVERHEAD ELECTRIC
EXISTING INLET
EXISTING POWER POLE
PROPOSED UNDERGROUND WATER MAIN
PROPOSED UNDERGROUND SANITARY SEWER
PROPOSED UNDERGROUND STORM SEWER
PROPOSED UNDERGROUND INLET
PROPOSED MANHOLE (STORM/WATER)
TREE PROTECTION
(FORCEMAIN)
EXISTING CABLE TV
(AERIAL OR UNDERGROUND)
EXISTING MANHOLES
(STORM,WATER,SAN)
(LOCATION AS DIRECTED BY ENGINEER)
CONSTRUCTION ENTRANCE
SEDIMENT CONTROL, STABILIZED
CONCRETE WASHOUT
(LOCATION AS DIRECTED BY ENGINEER)
THE VILLAGE OF BUFFALO GROVE1.
MR. KYLE JOHNSON, PE
51 RAUPP BOULEVARD
BUFFALO GROVE, ILLINOIS 60089
PH: 847-459-2523
BLA, INC.2.
MR. MATTHEW CESARIO
333 PIERCE ROAD, SUITE 200
ITASCA, ILLINOIS 60143
PH: 630-438-6400
METROPOLITAN WATER RECLAMATION DISTRICT3.
100 EAST ERIE STREET
CHICAGO, ILLINOIS 60611
PH: 708-588-4055
ILLINOIS ENVIRONMENTAL PROTECTION AGENCY4.
1021 NORTH GRAND AVENUE EAST
PO BOX 19276
SPRINGFIELD, ILLINOIS 62794-9276
PH: 217-782-3397
COOK COUNTY DEPARTMENT OF TRANS AND HIGHWAYS5.
PERMITS DIVISION
FLOOR
TH
69 WEST WASHINGTON STREET, 24
CHICAGO, ILLINOIS 60602
PH: 312-603-1670
VILLAGE OF ARLINGTON HEIGHTS6.
MR. SCOTT SHIRLEY
33 S. ARLINGTON HEIGHTS ROAD
ARLINGTON HEIGHTS, ILLINOIS 60005
PH: 847-368-5800
NICOR GAS7.
MR. BRUCE KOPPANG
1844 FERRY ROAD
NAPERVILLE, ILLINOIS 60563
PH: 630-388-2362
WIDE OPEN WEST (WOW)8.
MR. PAUL FLINKOW
1674 FRONTENAC ROAD
NAPERVILLE, ILLINOIS 60563
PH: 630-563-3139
ATT9.
MS. JANET AHERN
1000 COMMERCE DRIVE
OAK BROOK, ILLINOIS 60523
COMCAST10.
MS. MARTHA GIERAS
688 INDUSTRIAL DRIVE
ELMHURST, ILLINOIS 60126
PH: 630-600-6352
COMED11.
MS. TINA LOSIANOWYCZ
860 OAK CREEK DRIVE
LOMBARD, ILLINOIS 60148
PH: 630-396-8220
BLA, Inc.
NTS N/AN/A
5
4 4
NOTIFICATIONS
GENERAL NOTES
SANITARY SEWER
REFERENCED SPECIFCATIONS
PIPE MATERIAL SPECIFICATIONS
PIPE
SPECIFICATIONS
JOINT
EROSION AND SEDIMENT CONTROL
MWRD - GENERAL NOTES
UNIVERSITY DRIVE SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
WHEN THE PIPE MATERIAL BELOW IS USED FOR SEWER CONSTRUCTION OR A CONNECTION IS MADE.
AND APPROVAL PRIOR TO PERMIT ISSUANCE. A SPECIAL CONDITION WILL BE ADDED TO THE PERMIT
THE FOLLOWING MATERIALS ARE ALLOWED ON A QUALIFIED BASIS SUBJECT TO DISTRICT REVIEW
SADDLE.HUB-TEE
OR SADDLE HUBWYE OF INSTALLATION PROPER AND SIMILAR) ORMACHINE
("SHEWER-TAP" TOOLS PROPER BY MAIN SEWER OF SAW-CUT CIRCULARAa.
SECTION. BRANCH TEE OR WYEA WITH REPLACEAND
BELL) ONE OF TOP THE ONLY (BREAKING PIPE OF SECTION ENTIRE ANREMOVEb.
PLACE. IN FIRMLY IT HOLD TOCOUPLINGS
SIMILAR OR SEAL" "BAND USING FITTING, PROPEROF INSERTIONFOR
PIPE OF LENGTH DESIRED OUT CUT ACCURATELY AND NEATLY CUTTER, PIPEWITHc.
SYSTEM.
ALL DOWNSPOUTS AND FOOTING DRAINS SHALL DISCHARGE TO THE STORM SEWER
FOLLOWING:
MATERIALS AND JOINTS IN A COMBINED SEWER AREA) SHALL CONFORM TO THE
ALL SANITARY SEWER PIPE MATERIALS AND JOINTS (AND STORM SEWER PIPE
6.
7.
ABOVE THE TOP OF THE PIPE WHEN USING PVC.
MATERIAL SHALL BE CA-7, CA-11 OR CA-13 AND SHALL BE EXTENDED AT LEAST 12"
PIPE, BUT NOT LESS THAN FOUR (4) INCHES NOR MORE THAN EIGHT (8) INCHES.
MINIMUM BEDDING THICKNESS EQUAL TO ¼ THE OUTSIDE DIAMETER OF THE SEWER
SEWER AREAS), REQUIRES STONE BEDDING WITH STONE ¼ " TO 1" IN SIZE, WITH
ALL SANITARY SEWER CONSTRUCTION (AND STORM SEWER CONSTRUCTION IN COMBINED8.
9.
PRE-CAST REINFORCED CONCRETE.
HAVE A MINIMUM INSIDE DIAMETER OF 48 INCHES, AND SHALL BE CAST IN PLACE OR
ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL
FILLED WITH GRANULAR MATERIAL OR REMOVED.
ALL EXISTING SEPTIC SYSTEMS SHALL BE ABANDONED. ABANDONED TANKS SHALL BE
SEALED.
SHALL BE ENCASED WITH A WATER MAIN QUALITY CARRIER PIPE WITH THE ENDS
WATER MAIN, THE SEWER SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS OR IT
DISTANCES DESCRIBED CANNOT BE MAINTAINED, OR THE SEWER CROSSES ABOVE THE
MINIMUM 18" VERTICAL SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL
LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNDISTURBED EARTH, KEEPING A
SEPARATION; OR THE SEWER IS LAID IN THE SAME TRENCH WITH THE WATERMAIN
THE SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM 18" VERTICAL
BETWEEN SANITARY/COMBINED SEWERS AND WATERMAINS SHALL BE MAINTAINED UNLESS:
SHALL BE 18 INCHES. FURTHERMORE, A MINIMUM HORIZONTAL DISTANCE OF 10 FEET
VERTICAL DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE WATERMAIN
WHENEVER A SANITARY/COMBINED SEWER CROSSES UNDER A WATERMAIN, THE MINIMUM
RUBBER GASKET TYPE JOINTS.
CONNECTIONS. PRECAST SECTIONS SHALL CONSIST OF MODIFIED GROOVE TONGUE AND
HAVE PRECAST "RUBBER BOOTS" THAT CONFORM TO ASTM C-923 FOR ALL PIPE
ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL
FEET LONG NON-SHRINK CONCRETE OR MORTAR PLUG.
ALL ABANDONED SANITARY SEWERS SHALL BE PLUGGED AT BOTH ENDS WITH AT LEAST 2
SEWERS, OR STORM SEWERS TRIBUTARY TO COMBINED SEWERS.
OR REMOVED, AND SHALL NOT BE CONNECTED TO COMBINED SEWERS, SANITARY
AND PERFORATED PIPES ENCOUNTERED WITHIN THE PROJECT AREA SHALL BE PLUGGED
OF NEW FACILITIES OF THIS TYPE IS PROHIBITED; AND ALL EXISTING DRAIN TILES
SEWERS TRIBUTARY TO COMBINED SEWERS IN COMBINED SEWER AREAS. CONSTRUCTION
CONNECTED TO OR TRIBUTARY TO COMBINED SEWERS, SANITARY SEWERS, OR STORM
TILES/FIELD TILES/UNDERDRAINS/PERFORATED PIPES ARE NOT ALLOWED TO BE
PERFORATED PIPES ASSOCIATED WITH VOLUME CONTROL FACILITIES, DRAIN
EXCEPT FOR FOUNDATION/FOOTING DRAINS PROVIDED TO PROTECT BUILDINGS, OR
SEWAGE TAKES PLACE WITHIN 48 HOURS OF THE STORM EVENT.
COMBINED SEWERS, THE PERMITTEE SHALL ENSURE THAT CLEAN UP AND WASH OUT OF
THE EVENT OF A SEWER SURCHARGE INTO AN OPEN DETENTION BASIN TRIBUTARY TO
ANY NECESSARY MAINTENANCES SHALL BE PERFORMED TO ENSURE FUNCTIONALITY. IN
EXERCISED ANNUALLY BY THE PROPERTY OWNER TO ENSURE PROPER OPERATION, AND
COMBINED SEWERS. REQUIRED BACKFLOW PREVENTERS SHALL BE INSPECTED AND
A BACKFLOW PREVENTER IS REQUIRED FOR ALL DETENTION BASINS TRIBUTARY TO
PIPES OF DISSIMILAR PIPE MATERIALS.
NON-SHEAR FLEXIBLE-TYPE COUPLINGS SHALL BE USED IN THE CONNECTION OF SEWER
WITH THE WORD "SANITARY" CAST INTO THE LID.
LIDS SHALL BE CONSTRUCTED WITH A CONCEALED PICKHOLE AND WATERTIGHT GASKET
ALL MANHOLES SHALL BE PROVIDED WITH BOLTED, WATERTIGHT COVERS. SANITARY10.
11.
12.
13.
14.
15.
16.
17.
18.
USED:
WYE, TEE, OR AN EXISTING MANHOLE, ONE OF THE FOLLOWING METHODS SHALL BE
WHEN CONNECTING TO AN EXISTING SEWER MAIN BY MEANS OTHER THAN AN EXISTING
SEWERS. SANITARY EXISTING THE ENTERING FROM WATER, SURFACE ANDGROUND
AS SUCH WATER, POLLUTED ANY PREVENT TO MEASURES TAKE SHALL CONTRACTORTHE1.
ACCEPTED. AND TESTED BEEN HAVE SEWERS THE AFTER MWRDAND/OR
MUNICIPALITY THE BY AUTHORIZED IS REMOVAL UNTIL PLACE IN REMAIN SHALLPLUG
THE CONSTRUCTION. SEWER ANY COMMENCING TO PRIOR CONNECTION SEWER OFPOINT
THE AT PIPE SEWER DOWNSTREAM THE IN INSTALLED BE SHALL PLUG WATER-TIGHTA2.
MWRD. OR MUNICIPALITY THEFROM APPROVAL PRIOR WITHOUTPROHIBITED
BE SHALL TEST DEFLECTION THE FOR LINES OF FLUSHING SEWER OFPURPOSE
THE FOR SYSTEM SEWER SANITARY THE INTO WATER UNPOLLUTED ANYDISCHARGING3.
EDITION).
(LATEST ILLINOIS IN CONSTRUCTION MAIN SEWER AND WATER FORSPECIFICATIONS
STANDARD THE WITH ACCORDANCE IN BE SHALL CONSTRUCTION SEWER SANITARYALL4.
SYSTEM. SEWER SANITARY THE TO DISCHARGE SHALL DRAINS FLOORALL5.
C-425ASTM C-700ASTM PIPE CLAYVITRIFIED
C-443ASTM C-76ASTM PIPE SEWER CONCRETEREINFORCED
ASTM C-564ASTM A-74CAST IRON SOIL PIPE
A21.11ANSI A21.51ANSI PIPE IRONDUCTILE
POLYVINYL CHLORIDE (PVC) PIPE
D-3212ASTM D-3034ASTM 26 SDR DIAMETER 15-INCH TO6-INCH
D-3212ASTM F-679ASTM F/DY=26 DIAMETER 27-INCH TO18-INCH
HIGH DENSITY POLYETHYLENE (HDPE
FUSION) (HEAT D-3261,F-2620ASTM D-3350ASTM
(GASKETED) D-3212,F-477ASTM D-3035ASTM
WATER MAIN QUALITY PVC
D-3139ASTM D-2241ASTM 36-INCH TO4-INCH
ASTM D-3139AWWA C9004-INCH TO 12-INCH
D-3139ASTM C905AWWA 48-INCH TO14-INCH
PIPE (PP)POLYPROPYLENE
F-477D-3212, F-2736ASTM WALL DOUBLE 24-INCH TO12-INCH
F-477D3212, F-2764ASTM WALL TRIPLE 60-INCH TO30-INCH
PLAN. CONTROL SEDIMENT AND EROSION APPROVED THE ONSHOWN
AS DEVICES CONTROL SEDIMENT AND EROSION THE INSTALL SHALL CONTRACTORTHE1.
SITE. THE OF DISTURBANCEHYDROLOGIC
TO PRIOR FUNCTIONAL BE SHALL PRACTICES CONTROL SEDIMENT ANDEROSION2.
MANUAL.
URBAN ILLINOIS THE WITH ACCORDANCE IN BE SHALLPRACTICES CONTROLSEDIMENT
AND EROSION OF INSTALLATION AND SPECIFICATIONS, CRITERIA, DESIGNALL3.
TIMES. ALL AT SITE THE ONMAINTAINED
BE SHALL PLAN CONTROL SEDIMENT AND EROSION APPROVED THE OF COPYA4.
MINIMUM: A AT PERFORMED, BE SHALL DOCUMENTATION ANDINSPECTIONS5.
DISTURBANCE. SOIL ANY TOPRIOR
MEASURES, CONTROL SEDIMENT AND EROSION INITIAL OF COMPLETIONUPONa.
PRECIPITATION.EQUIVALENT
LIQUID OR RAINFALL OF INCH 0.5 THAN GREATER WITH EVENTSTORM
A OF END THE OF HOURS 24 WITHIN AND DAYS CALENDAR (7) SEVEN EVERYONCEb.
MEASURES. CONTROLSEDIMENT
AND EROSION SOIL APPROPRIATE FOR PLAN SHALL CO-PERMITTEE THEPHASES,
IN DONE BE TO ARE LANDSCAPING OR GRADING, CLEARING, STRIPPING,IF EROSION.
MINIMIZE TO AS MANNER A SUCH IN CONDUCTED BE SHALL DISTURBANCESOIL6.
AREA. DISPOSAL SEDIMENTCONTROLLED
A TO TRANSPORTED AND WARRANT ACCUMULATIONS AS CLEANING STREET ORSCRAPING
BY REMOVED BE SHALLREA A PARKING OR ALLEY STREET, RIGHT-OF-WAY,PUBLIC
IMPROVED AN REACHING SOIL OR SEDIMENT SITE. CONSTRUCTION A LEAVINGOR
ENTERING BE WILL TRAFFIC WHERE POINT ANY AT INSTALLED BE SHALL MANUALURBAN
ILLINOIS THE OF STANDARDS THE MEETING STONE CRUSHED OF MAT STABILIZEDA7.
CONCRETE. INVOLVING ACTIVITIESCONSTRUCTION
SITE ON ANY TO PRIOR INSTALLED BE SHALL AND MANUALURBAN ILLINOIS
THE WITH ACCORDANCE IN CONSTRUCTED BE SHALL FACILITIES WASHOUTCONCRETE8.
ACTIVITIES.
CONSTRUCTION ENVELOPE BUILDING MORTAR AND BRICK ANY FOR FACILITIESWASHOUT
CONCRETE TO ADDITION IN CONSTRUCTED BE SHALL FACILITIES WASHOUTMORTAR9.
BASINS.
SEDIMENT TEMPORARY AS USED BE NOT SHALL FACILITIESCONTROL VOLUMEBASIN.
OR TRAP SEDIMENT APPROPRIATE AN TO AREAS DISTURBEDHYDROLOGICALLY FROM
RUNOFF ALL DIRECT TO NECESSARY AS CONSTRUCTED BE SHALL DIVERSIONSTEMPORARY10.
DAYS. (7)SEVEN WITHINMEASURES
PERMANENT OR TEMPORARY WITH STABILIZED BE SHALL CEASED PERMANENTLYOR
TEMPORARILY HAVE ACTIVITIES CONSTRUCTION WHERE SITE THE OF AREASDISTURBED11.
EQUIVALENT). (OR FENCE SILT OF DOUBLE-ROW A WITHPROTECTED BEMINIMUM,
A AT SHALL, FACILITIES CONTROL VOLUME AND AREAS PROTECTION FLOODALL12.
STABILIZED. BEEN HAS AREADRAINAGE CONTRIBUTING
THE OF ALL UNTIL CONSTRUCTED BE NOT SHALL FACILITIES CONTROLVOLUME13.
BUFFERS.THEIR
OR AREAS PROTECTION FLOOD IN PLACED BE NOT SHALL STOCKPILESSOIL CONTROLS.
SEDIMENT PERIMETER WITH PROTECTED BE MINIMUM, A AT SHALL, STOCKPILESSOIL14.
BLANKET. CONTROLEROSION
APPROPRIATE WITH STABILIZED BE SHALL SLOPES SIDE EMBANKMENTEARTHEN15.
MEASURES. CONTROL SEDIMENT APPROPRIATEBY PROTECTED
BE SHALL CONSTRUCTION DURING FUNCTIONING BE WILL OR ARE THAT SEWERSSTORM16.
PRACTICES. INFRASTRUCTURE GREEN FOR AREA SEWER COMBINEDIN
ALLOWED TILES DRAIN SEWER. COMBINED OR SANITARY A TO TRIBUTARY BECANNOT
TILES DRAIN DEVELOPMENT. THE FOR PLAN DRAINAGE THE INTO THEMINCORPORATE
AND TILES DRAIN EXISTING ANY REPLACE OR REMOVE EITHER SHALL CONTRACTORTHE17.
ACTIVITIES. DEWATERING OF COMMENCEMENT THE AT PRESENT BE MUSTINSPECTOR
SITE THE PERIODS. OPERATIONAL DURINGAILY D INSPECTED BE SHOULDSYSTEMS
DEWATERING SEDIMENTATION. AND EROSION FROM PROTECTED BE SHALLLOCATIONS
DISCHARGE AND PROPERTIES ADJOINING USED, ARE SERVICES DEWATERINGIF18.
SYSTEM. SEWERCOMBINED
THE OR AREAS PROTECTION FLOOD WATERWAYS, TO DISCHARGE BE NOT SHALLWATERS
LADEN SEDIMENT AREA. UPSLOPE VEGETATED EXISTING OR BAG FILTER PIT, SUMPA
INTO DEWATERING INCLUDE MAYLTERNATIVES A DEVICE. CONTROL SEDIMENTEFFECTIVE
EQUALLY OR POND SETTLING SEDIMENT A THROUGH PASS SHALL SEDIMENTCONTAINS
WHICH DEWATERING, TRENCH ANY APPURTENANCES. OTHER AND SERVICESTHEIR
AS WELL AS WATERMAINS SEWERS, STORM SEWERS, SANITARY OFINSTALLATION THEFOR
EXCAVATION AND DEWATERING TRENCH FOR RESPONSIBLE BE SHALL CONTRCTORTHE19.
ACTIVITIES. DISTURBING SOIL OF COMPLETION THE FOLLOWINGDAYS
(7) SEVEN WITHIN INITIATED BE SHALL PRACTICES CONTROL EROSION PERMANENTALL20.
ACHIEVED. IS STABILIZATION PERMANENT UNTIL SHUTDOWNCONSTRUCTION
OF PERIODS ANY AND CONSTRUCTION DURING BASIS YEAR-ROUND AON NEEDEDAS
REPAIRED AND MAINTAINED BE SHALL MEASURES CONTROL SEDIMENT AND EROSIONALL21.
STABILIZATION. SITE PERMANENT AFTER DAYS (30) THIRTYWITHIN
REMOVED BE SHALL MEASURES CONTROL SEDIMENT AND EROSION TEMPORARYALL22.
MWRD. OR INSPECTOR, SITE ENGINEER,THE
BY DIRECTED AS REQUIRED, BE MAY MEASURES ADDITIONAL REQUIREMENTS.MINIMUM
THE ARE PLANS THE ON SHOWN MEASURES CONTROL SEDIMENT AND EROSIONTHE23.
PLANS: THE ON OR HEREIN MODIFIED AS EXCEPTFOLLOWING,
THE OF SECTIONS APPLICABLE THE WITH ACCORDANCE IN BE SHALL CONSTRUCTIONALL
CONSTRUCTION; MAIN WATER AND SEWER SANITARY EXCEPT IMPROVEMENTSALL
FOR SS) (IDOTTRANSPORTATION - OF DEPARTMENT ILLINOIS THE BYEDITION),
(LATEST CONSTRUCTION BRIDGE AND ROAD FOR SPECIFICATIONSSTANDARD1.
CONSTRUCTION;
MAIN WATER AND SEWER SANITARY FOR (SSWS) EDITION LATESTILLINOIS,
IN CONSTRUCTION MAIN SEWER AND WATER FOR SPECIFICATIONSSTANDARD2.
CODE; MUNICIPAL GROVE BUFFALO OFVILLAGE3.
MANUAL; GUIDANCE TECHNICAL AND ORDINANCE MANAGEMENTWATERSHED
(MWRD) CHICAGO GREATER OF DISTRICT RECLAMATION WATER METROPOLITANTHE4.
CONSTRUCTION. ALL CONTROL SHALL AND PRECEDENCE TAKE SHALLSTRINGENT
MORE THE NOTED, ORDINANCES APPLICABLE THE BETWEEN CONFLICT OF CASEIN5.
708-588-4055).
(CALL WORK ANY OF COMMENCEMENT THE TO PRIORDAYS WORKING (2) TWOLEAST
AT NOTIFIED BE MUST OFFICE FIELD SECTION SYSTEMS SEWER LOCAL MWRDTHE1.
PHASE. WORK EACH OR CONSTRUCTION OF START TO PRIORINSPECTION
REQUIRING ITEMSDETERMINE SHALL CONTRACTOR WORK. OF PHASE EACH TOPRIOR
AND CONSTRUCTION OF START THE TO PRIOR HOURS 24 LEAST ATNOTIFIED
BE MUST PUBLIC AND DEPARTMENTENGINEERING GROVEBUFFALO OF VILLAGETHE2.
1-800-892-0123.
AT J.U.L.I.E. CALL RESOLVED. BE CAN CONFLICT THE THAT SOENGINEER
THENOTIFY IMMEDIATELY CONSTRUCTION, NEW WITH LOCATION IN CONFLICTTHAT
ENCOUNTERED AREUTILITIES EXISTING IF CONSTRUCTION. DURINGPROTECTION
THEIR FOR AND UTILITIES OF LOCATIONSXACT E THE FORCONSTRUCTION
BEGINNING TO PRIOR COMPANIES UTILITY ALL NOTIFY SHALL CONTRACTORTHE3.
(NAVD88). 1988 OFDATUM
VERTICAL AMERICAN NORTH THE REFERENCE PLANS ON SHOWN ELEVATIONSALL1.
IMPROVEMENTS.
CONSTRUCTION THE REJECT AND APPROVE,INSPECT, TO AUTHORITY THEHAVE
SHALL REPRESENTATIVE OWNER'S OR OWNER THE AND MUNICIPALITY THEMWRD,2.
PROJECT. THEON WORK THIS OF TESTING OR INSTALLATION,CONSTRUCTION,
THE WITH INVOLVED LIABILITY ALL FROMETC., AGENTS, THEIRAND
MWRD, MUNICIPALITY, ENGINEER, OWNER, THE INDEMNIFY SHALL CONTRACTOR(S)THE3.
PLANS. THEON
INDICATED IMPROVEMENTS THE ON FOLLOWED BE MUST TECHNIQUESCONSTRUCTION
PROPER FOLLOWED.BE MUST PLANS, THE ON PRESENTED AS DETAILS,CONSTRUCTION
THE AGENT. AUTHORIZED ORUNICIPALITY, M THE MWRD, BY APPROVED ARECHANGES
UNLESS MUNICIPALITY THE AND MWRD BY APPROVEDAS PLANSENGINEERING
THE WITH ACCORDANCE IN CONSTRUCTED BE MUST IMPROVEMENTS PROPOSEDTHE4.
OPERATIONS.CONSTRUCTION
THE BEGINNING TO PRIORLEVATIONS E AND LOCATIONS VERIFYENGINEER.
THE OF KNOWLEDGE BEST THE REPRESENT AND ONLYINFORMATION FOR AREPLANS
THE ON SHOWN ARE WHICH UTILITIES UNDERGROUND VARIOUS OF LOCATIONTHE5.
CONTRACTOR. THE OF EXPENSE THE ATREPLACED
BE SHALL REMOVED BE TO FOR CALLED NOTAND OPERATIONSCONSTRUCTION
DURING DAMAGED ETC., DRIVEWAY, SIDEWALK, PAVEMENT, EXISTINGANY6.
OWNER. AND MWRD, MUNICIPALITY, THEOF REQUIREMENTSTHE
WITH ACCORDANCE IN PERFORMED BE SHALL TESTING COMPACTION ANDMATERIAL7.
AGENCIES.INSPECTION ALLNOTIFY
TO ARRANGEMENTS NECESSARY ALL MAKE SHALL CONTRACTOR UNDERGROUNDTHE8.
INSPECTION.
FINAL TO PRIOR GRADE FINISH TO ADJUSTED BESHALL CONSTRUCTIONDURING
DISTURBED AREAS IN AND SITE ON STRUCTURES UTILITY EXISTING AND NEWALL9.
HYDRANT. FIRE A TO TIED BE SHALL BENDSOR TEESB-BOXES,
VALVES, ALL MANHOLE. DOWNSTREAM THE FROM LOCATED BE SHALL BENDSOR
WYESALL RED. IN SHOWN BE SHALL ALIGNMENT OR LOCATION LENGTH, INCHANGES
ANY RECEIVED. ARE THEYUNTIL HELD BE SHALL CONTRACTOR THE TOPAYMENTS
FINAL COMPLETED. ARE IMPROVEMENTS UNDERGROUND AS SOON ASENGINEER
THE TO SUBMITTED AND CONTRACTOR THE BY KEPT BE SHALL DRAWINGSRECORD10.
BLA, Inc.
SUMMARY OF QUANTITIES
UNIVERSITY DRIVE
NTS N/A N/A14
6
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
*SPECIALTY ITEM
CONSTRUCTION CODE
ROADWAY UTILITY UTILITY UTILITY
ITEM TOTAL 0005 0043 0043 0043
NO.ITEM UNIT QUANTITY STREET WATERMAIN SANITARY STORM
1 TREE TRUNK PROTECTION EACH 46 46
2 TREE ROOT PRUNING EACH 30 30
3 SUPPLEMENTAL WATERING UNIT 15 15
4 INLET FILTERS EACH 18 18
5
CALIPER, BALLED AND BURLAPPED
GYMNOCLADUS DIOICUS (KENTUCKY COFFEETREE), 2-1/2"EACH 7 7
*6 TEMPORARY LANDSCAPE RESTORATION (SPECIAL)SQ YD 143 143
7 TEMPORARY EROSION CONTROL SEEDING SQ YD 143 143
8 (TEMPORARY) MULCH METHOD 3 SQ YD 143 143
*9 GENERAL LANDSCAPE RESTORATION (SPECIAL)SQ YD 1430 1430
10 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 194 194
11 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 104 104
12 PAVEMENT REMOVAL SQ YD 7757 7757
13 DRIVEWAY PAVEMENT REMOVAL SQ YD 57 57
14 COMBINATION CURB AND GUTTER REMOVAL FOOT 850 850
15 SIDEWALK REMOVAL SQ FT 2473 2473
*16 REMOVE AND STACK BRICK PAVER DRWY PVMT (SPECIAL)SQ FT 65 65
*17 (SPECIAL)
SANITARY/STORM SEWER TO BE REMOVED, UP TO 15 INCHES
FOOT 248 248
18 STORM SEWER REMOVAL 24"FOOT 141 141
19 REMOVING MANHOLES EACH 1 1
*20 VALVE BOXES TO BE REMOVED EACH 52 52
*21 FIRE HYDRANT TO BE REMOVED (SPECIAL)EACH 6 6
*22 AGGREGATE SUBGRADE IMPROVEMENT CU YD 194 194
23 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQ YD 388 388
BLA, Inc.
N/AN/ANTS
SUMMARY OF QUANTITIES
UNIVERSITY DRIVE
42
7
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
*SPECIALTY ITEM
CONSTRUCTION CODE
ROADWAY UTILITY UTILITY UTILITY
ITEM TOTAL 0005 0043 0043 0043
NO.ITEM UNIT QUANTITY STREET WATERMAIN SANITARY STORM
24 PREPARATION OF BASE SQ YD 7757 7757
*25 TRENCH BACKFILL - COURSE AGGREGATE, CA-11 (SPECIAL)CU YD 4423 4423
*26 TRENCH BACKFILL - FA-1 (SPECIAL)CU YD 791 791
*27 AGGREGATE BASE COURSE, TYPE B (SPECIAL)TON 2996 2996
28 BITUMINOUS MATERIALS (TACK COAT)POUND 5236 5236
29 LONGITUDINAL JOINT SEALANT FOOT 2122 2122
30 PROTECTIVE COAT SQ YD 507 507
31 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH SQ YD 57 57
32 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 2279 2279
*33 DETECTABLE WARNINGS (SPECIAL)SQ FT 20 20
*34 DETECTABLE WARNINGS, FURNISHED BY OTHERS (SPECIAL)SQ FT 64 64
35 CLASS B PATCHES, TYPE I, 9 INCH SQ YD 10 10
36 CLASS B PATCHES, TYPE II, 9 INCH SQ YD 10 10
37 CLASS B PATCHES, TYPE III, 9 INCH SQ YD 10 10
38 CLASS B PATCHES, TYPE IV, 9 INCH SQ YD 252 252
39 CLASS D PATCHES, TYPE I-IV, 4.5 INCH SQ YD 20 20
*40 COMBINATION CONCRETE CURB AND GUTTER, VARIES (SPECIAL)FOOT 791 791
41 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 FOOT 59 59
*42 HOT-MIX ASPHALT BINDER COURSE (SPECIAL)TON 1086 1086
*43 HOT-MIX ASPHALT SURFACE COURSE (SPECIAL)TON 869 869
*44 FRAMES AND LIDS TO BE ADJUSTED (SPECIAL)EACH 15 15
*45 VALVE VAULTS TO BE ABANDONED EACH 4 4
*46 WATER VALVES 10"EACH 10 10
BLA, Inc.
N/AN/ANTS
SUMMARY OF QUANTITIES
UNIVERSITY DRIVE
43
8
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
*SPECIALTY ITEM
CONSTRUCTION CODE
ROADWAY UTILITY UTILITY UTILITY
ITEM TOTAL 0005 0043 0043 0043
NO.ITEM UNIT QUANTITY STREET WATERMAIN SANITARY STORM
*47 WATER VALVES 12"EACH 2 2
48
LID
VALVE VAULTS, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED EACH 16 16
*49 WATERMAIN, DUCTILE IRON PIPE, CLASS 52, 6" (SPECIAL)FOOT 121 121
*50 WATERMAIN, DUCTILE IRON PIPE, CLASS 52, 8" (SPECIAL)FOOT 38 38
*51 WATERMAIN, DUCTILE IRON PIPE, CLASS 52, 10" (SPECIAL)FOOT 2322 2322
*52 WATERMAIN, DUCTILE IRON PIPE, CLASS 52, 12" (SPECIAL)FOOT 130 130
*53 (SPECIAL)
WATERMAIN, DUCTILE IRON PIPE, CLASS 52, INSULATED 10"
FOOT 50 50
*54 WATER SERVICE, TYPE K COPPER, 1" (SPECIAL)FOOT 1302 1302
*55 WATER SERVICE, CONNECT EXISTING, COMPLETE (SPECIAL)EACH 52 52
*56 WATER SERVICE, B-BOX FRAME & LID (SPECIAL)EACH 52 52
*57 WATER SERVICE, TAP 1" COMPLETE (SPECIAL)EACH 52 52
*58 PRESSURE CONNECTION, 6" X 6", COMPLETE (SPECIAL)EACH 4 4
*59 PRESSURE CONNECTION, 8" X 8", COMPLETE (SPECIAL)EACH 2 2
*60 FIRE HYDRANT ASSEMBLY, COMPLETE (SPECIAL)EACH 8 8
*61 CUT AND CAP EXISTING WATER MAIN (SPECIAL)EACH 5 5
*62 FILL AND ABANDON EXISTING WATER MAIN (SPECIAL)CU YD 171 171
*63 CONNECTION TO EXISTING WATER MAIN (SPECIAL)EACH 3 3
*64 LID
MANHOLES, SANITARY, 4'-DIAMETER, TYPE 1 FRAME, CLOSED EACH 1 1
*65 INSPECTION MANHOLE, TYPE 1 FRAME, CLOSED LID EACH 1 1
*66 FILL AND ABANDON EXISTING FORCE MAIN (SPECIAL)CU YD 160 160
*67 FORCEMAIN, 10" PVC, C900, DR14 (SPECIAL)FOOT 2167 2167
*68 STORM SEWERS TO BE CLEANED 12"FOOT 50 50
*69 DRAINAGE STRUCTURES TO BE CLEANED EACH 10 10
BLA, Inc.
N/AN/ANTS
SUMMARY OF QUANTITIES
UNIVERSITY DRIVE
44
9
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
*SPECIALTY ITEM
CONSTRUCTION CODE
ROADWAY UTILITY UTILITY UTILITY
ITEM TOTAL 0005 0043 0043 0043
NO.ITEM UNIT QUANTITY STREET WATERMAIN SANITARY STORM
*70 DRAINAGE STRUCTURES TO BE RECONSTRUCTED EACH 5 5
*71 STORM SEWERS, TYPE 2, WATER MAIN QUALITY PIPE, 12"FOOT 239 239
*72 STORM SEWERS, TYPE 2, WATER MAIN QUALITY PIPE, 15"FOOT 53 53
*73 STORM SEWERS, TYPE 2, WATER MAIN QUALITY PIPE, 24"FOOT 141 141
74 PIPE UNDERDRAINS 4"FOOT 860 860
*75 CONNECT NEW STM SWR TO EX STM STR (SPECIAL)EACH 12 12
*76 WASHOUT BASIN L SUM 1 0.25 0.25 0.25 0.25
*77 STABILIZED CONSTRUCTION ENTRANCE SQ YD 110 110
*78 TEMPORARY PAVEMENT MARKING REMOVAL SQ FT 168 168
79 TEMPORARY PAVEMENT MARKING - 24"FOOT 84 84
80 THERMOPLASTIC PAVEMENT MARKING - LINE 6"FOOT 84 84
81 THERMOPLASTIC PAVEMENT MARKING - LINE 24"FOOT 66 66
82 POLYUREA PAVEMENT MARKING TYPE I - LINE 6"FOOT 105 105
83 POLYUREA PAVEMENT MARKING TYPE I - LINE 6"FOOT 18 18
84 CHANGEABLE MESSAGE SIGN CAL DA 180 180
*85 TEMPORARY INFORMATION SIGNING SQ FT 180 180
*86 TRAFFIC CONTROL AND PROTECTION, (SPECIAL)L SUM 1 1
*87 (SPECIAL)
TRAFFIC CONTROL AND PROTECTION - BUFFALO GROVE ROAD,
L SUM 1 1
*88 REMOVE AND RESET MAILBOXES (SPECIAL)EACH 28 28
*89 MOWING (SPECIAL)EACH 10 10
90 CONSTRUCTION LAYOUT L SUM 1 0.25 0.25 0.25 0.25
91 MOBILIZATION L SUM 1 0.25 0.25 0.25 0.25
BLA, Inc.
UNIVERSITY DRIVE
TYPICAL SECTIONS
UNIVERSITY DRIVE
NTS 1 1
4'4'
33'33'
16'
10'10'
16'
32'
4'4'
33'33'
16'
10'10'
16'
32'
10
100+22.00 122+50.00
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
REQUIREMENTS MIXTURE ASPHALTHOT-MIX
MIXTURE TYPE
@ Ndes
AIR VOIDS
4% @ 50 GYR
4% @ 70 GYR
PATCHING. PAVEMENT TO PRIOR PAVEMENT ROADWAY MILL SHALL CONTRACTORTHE
PROPOSED LEGEND
EXISTING LEGEND
TYPICAL SECTIONS AND/OR ON THE PLAN SHEETS.
ITEMS WITH (R) ARE TO BE REMOVED AS SHOWN ON THE
*
*
(AS SHOWN IN THE PLANS OR DIRECTED BY THE ENGINEER)
COMBINATION CURB AND GUTTER REMOVAL / SIDEWALK REMOVAL
AND/OR DIRECTED BY THE ENGINEER
ITEM TO BE REMOVED AND REPLACED AT LOCATIONS INDICATED IN THE PLANS
AND/OR DIRECTED BY THE ENGINEER
ITEM TO BE REMOVED AND REPLACED AT LOCATIONS INDICATED IN THE PLANSEX ROWEX ROWC
VAR.
A BDE A B C E D****
EXISTING TYPICAL SECTION
(R)(R)(R)(R)(R)
~
UNIVERSITY DRIVE
WESTBOUND LANE EASTBOUND LANE
VAR.EX ROWEX ROW6
2.0%
1 258 1 2 6 8 5****3 3
PROPOSED TYPICAL SECTION
~
UNIVERSITY DRIVE
WESTBOUND LANE EASTBOUND LANE
2.0%
(R)
*
(R)
*
**
A
B
C
D
E
*
*
*
(2.0% MAX)
1.5%
(2.0% MAX)
1.5%
2
1
3
4
5*
6*
7*
B
B7*7*
8*
(R)
7*7*
4
HOT-MIX ASPHALT BINDER COURSE (MACHINE METHOD), IL-19.0, N50 (IL 9.5 mm), 2.5"
HOT-MIX ASPHALT PAVEMENT REMOVAL, 4.5"
(UNIVERSITY DRIVE)
STA 100+59 TO STA 121+60
(UNIVERSITY DRIVE)
STA 100+59 TO STA 121+60
1.5"1.5"
1.5"1.5"
CLASS D PATCHES, HOT-MIX ASPHALT BINDER (IL 19 mm), N70; 4.5"
HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 (IL 9.5 mm); 2.0"
DOWN TO EXISTING STONE
PAVEMENT REMOVAL SHALL CONSIST OF REMOVING ALL EXISTING HMA
1'1'
ENDS AT STA: 122+50.00
PROJECT IMPROVEMENT
BEGINS AT STA: 100+22.00
PROEJCT IMPROVEMENTNOTE:
4% @ 50 GYR
PAVEMENT PATCHING (MURPHY MIX)
ROADWAY PAVEMENT (MURPHY MIX)
NOTE:
THE CONTRACTOR SHALL REFER TO THE CORE REPORT FOR ASSISTANCE
EXISTING PAVEMENT DEPTH VARIES THROUGHOUT UNIVERSITY DRIVE.
5.5" TOTAL HMA
2.5" HMA BINDER
3.0" HMA SFC
STA 100+72
PC-1
7.0" TOTAL HMA
2.5" HMA BINDER
4.5" HMA SFC
STA 106+77
PC-2
6.25" TOTAL HMA
2.5" HMA BINDER
3.75" HMA SFC
STA 110+92
PC-3
7.5" TOTAL HMA
3.0" HMA BINDER
4.5" HMA SFC
STA 116+60
PC-4
STA 100+59
IMPROVEMENTS
BEGIN ROADWAY
STA 121+81
IMPROVEMENTS
END ROADWAY
LIMITS OF PAVEMENT REMOVAL
BOTTOM OF EXISTING HMA PAVEMENT/
PAVEMENT REMOVAL SCHEMATIC
4.5"PROPOSED ROADWAY FINISH GRADE (MATCH EXISTING) BOTTOM OF PROPOSED HMA PAVEMENT
USE 7.5" THICKNESS
(CORE TAKEN IN PATCH)
12.25" TOTAL HMA
8.0" HMA BINDER
4.25" HMA SFC
STA 119+75
PC-5
F
(R)
*
F*REMOVAL AND DISPOSAL OF UNSUITABLE MATERIALS
EX. TOPSOIL
EX. P.C.C. SIDEWALK
EX. COMB. CONCRETE CURB & GUTTER, TY B-6.12
EX. AGGREGATE BASE COURSE, 8.0"-17.75"
EX. HOT-MIX ASPHALT SURFACE / BINDER COURSE, 5.5"-7.5" (R-PVMT REMOVAL)
9 10
9*
10*PR. GEOTECHNICAL FABRIC FOR GROUND STABILIZATION (SY)
PR. AGGREGATE SUBGRADE IMPROVEMENTS (CY)
PR. GENERAL LANDSCAPE RESTORATION (SPECIAL)
PR. AGGREGATE BASE COURSE, TY B (SPECIAL) - VARIABLE
PR. COMBINATION CONCRETE CURB AND GUTTER, VARIES (SPECIAL)
PR. PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH
PR. PIPE UNDERDRAIN, 4"
PR. PREPARATION OF BASE
PR. HMA BINDER COURSE (MACHINE METHOD), IL-19.0, N50, 2.5"
PR. HMA SURFACE COURSE, MIX "D", N50, 2.0"
7
REMOVAL SCHEMATIC
REFER TO PAVEMENT
HMA PAVEMENT
BACKFILL TO BOTTOM OF PROPOSED
AGGREGATE BASE COURSE, TY B (SPECIAL)
NOTES:
YD/IN. LBS/SQ 112 IS MIXTURES SURFACE ASPHALT HOT-MIX ALL CALCULATE TO USED WEIGHT UNITTHE
HMA THE "AC TYPE" SHALL BE "PG 58-22" UNLESS MODIFIED BY DISTRICT ONE SPECIAL PROVISIONS.
THE "AC TYPE" FOR POLYMERIZED HMA MIXES SHALL BE "SBS/SBR PG 76-22" AND FOR NON-POLYMERIZED
THE LONGITUDINAL JOINT SEALANT SHALL BE PLACED UNDER THE SURFACE LIFT, PER BDE SPECIAL PROVISION
FOR USE OF RECYCLED MATERIALS SEE DISTRICT ONE SPECIAL PROVISIONS.
BLA, Inc.
SCHEDULE OF QUANTITIES
UNIVERSITY DRIVE
NTS N/A N/A13
11
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
1 INLET FILTERS
UNIVERSITY DR
STATION (LT / RT)
OFFSET QUANTITY
(EA)
100+43.60 21.94' LT 1
100+45.32 21.13' RT 1
104+57.80 16.87' LT 1
104+64.87 16.88' RT 1
111+08.10 21.60' LT 1
111+28.42 17.22' RT 1
114+07.66 17.53' RT 1
115+74.95 26.83' RT 1
116+15.94 23.35' RT 1
116+18.25 16.62' LT 1
117+35.55 16.96' RT 1
118+76.72 21.33' RT 1
119+30.47 19.94' RT 1
121+59.17 18.30' LT 1
121+71.40 21.78' RT 1
121+89.74 57.55' RT 1
122+14.42 55.40' RT 1
122+20.18 20.86' RT 1
TOTAL:18
4 REMOVAL
COMBINATION CURB AND GUTTER
UNIVERSITY DR
STATION OFFSET LENGTH
FROM TO (LT / RT)(FOOT)
100+59 105+00 LT / RT 186
105+00 111+00 LT / RT 128
111+00 117+00 LT / RT 207
117+00 121+60 LT / RT 329
TOTAL:850
6 GUTTER, VARIES
COMBINATION CONCRETE CURB AND
UNIVERSITY DR
STATION OFFSET LENGTH
FROM TO (LT / RT)(FOOT)
100+30 105+00 LT / RT 127
105+00 111+00 LT / RT 128
111+00 117+00 LT / RT 207
117+00 122+48 LT / RT 329
TOTAL:791
7 GUTTER, TYPE B-6.24
COMBINATION CONCRETE CURB AND
UNIVERSITY DR
STATION OFFSET LENGTH
FROM TO (LT / RT)(FOOT)
100+30 105+00 LT / RT 59
105+00 111+00 LT / RT 0
111+00 117+00 LT / RT 0
117+00 122+48 LT / RT 0
TOTAL:59
8 PAVEMENT REMOVAL
UNIVERSITY DR
STATION OFFSET AREA AREA
FROM TO (LT / RT)(SQ FEET)(SQ YARD)
100+59 105+00 LT / RT 13,868 1,541
105+00 111+00 LT / RT 19,050 2,117
111+00 117+00 LT / RT 20,180 2,242
117+00 121+60 LT / RT 16,709 1,857
TOTAL:7,757
12 STORM SEWER REMOVAL 24"
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
MATERIAL
QUANTITY
(LT / RT)(LT / RT)(FT)
116+86.09 22.00' RT 117+35.67 17.04' RT RCP 49
117+35.67 17.04' RT 117+74.00 20.22' RT RCP 38
118+76.72 21.33' RT 119+30.53 19.94' RT RCP 54
TOTAL:141
13 REMOVING MANHOLES
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
100+26.23 12.50' LT 1
TOTAL:1
14 BE REMOVED
FIRE HYDRANTS TO
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
101+30.46 21.02' RT 1
104+67.16 21.66' RT 1
107+97.98 22.01' RT 1
112+00.70 21.79' RT 1
115+58.94 22.69' RT 1
119+41.66 22.03' RT 1
TOTAL:6
16 BE ABANDONED
VALVE VAULTS TO
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
100+42.58 25.67' RT 1
100+52.15 24.53' RT 1
107+30.54 26.20' RT 1
117+06.00 25.11' RT 1
TOTAL:1
11 INCHES (SPECIAL)
SANITARY/STORM SEWER TO BE REMOVED, UP TO 15
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
MATERIAL
QUANTITY
(LT / RT)(LT / RT)(FT)
100+45.32 21.13' RT 100+39.58 2.00' RT RCP 20
104+61.75 2.00' RT 104+64.87 16.88' RT RCP 15
104+64.87 16.88' RT 104+94.76 19.43' RT RCP 30
111+20.53 2.00' RT 111+28.36 17.11' RT RCP 17
111+28.36 17.11' RT 111+29.90 22.51' RT RCP 5
114+14.07 22.00' RT 114+68.25 17.53' RT RCP 53
116+17.29 2.00' RT 116+17.29 23.36' RT RCP 21
117+35.73 22.00' RT 117+35.51 17.00' RT RCP 5
114+68.25 17.53' RT 115+00.50 22.00' RT RCP 33
115+96.16 25.32' RT 116+17.29 23.11' RT RCP 20
122+13.62 49.22' LT 122+15.03 34.24' LT RCP 15
122+18.92 7.00' RT 122+20.18 20.86' RT RCP 14
TOTAL:248
9 AGGREGATE BASE COURSE TY B
STATION LOCATION
FROM TO
& GUTTER (TON)
COMB. CONCRETE CURB
(TON)
PCC DRIVEWAYS
(TON)
PCC SIDEWALKS
BACKFILL (TON)
TRENCH ROAD CAPPING ROAD BASE (TON)
UNIVERSITY DR
100+59 105+00 11 7 7 452 148
105+00 111+00 8 4 6 566 129
111+00 117+00 13 8 12 562 204
117+00 121+60 20 0 26 568 245
TOTAL:52 19 51 2,148 726
15 TO BE ADJUSTED
FRAMES AND LIDS
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
100+45.32 21.13' RT 1
104+64.87 16.88' RT 1
111+28.42 17.22' RT 1
111+38.02 5.27' RT 1
114+68.05 17.53' RT 1
115+75.09 26.81' RT 1
116+16.57 23.34' RT 1
117+05.31 16.97' RT 1
118+76.74 21.33' RT 1
119+30.47 19.94' RT 1
121+59.17 18.30' LT 1
121+69.28 23.54' LT 1
121+71.40 21.78' RT 1
121+87.71 22.42' LT 1
122+20.18 20.87' RT 1
TOTAL:15
5 PROPOSED ROADWAY PAVEMENT
STATION OFFSET
BASE (SQ YD)
PREPARATION OF
(SPECIAL)
MIX (TON)
COURSE - MURPHY
HMA SURFACE
(TON) (SPECIAL)
(MM), IL-19.0, N50
HMA BINDER COURSE
FROM TO (LT / RT)
UNIVERSITY DR
100+59 105+00 LT / RT 1,541 173 216
105+00 111+00 LT / RT 2,117 237 296
111+00 117+00 LT / RT 2,242 251 314
117+00 121+60 LT / RT 1,857 208 260
TOTAL:7,757 869 1,086
2 PCC DRIVEWAYS
STATION ADDRESS
OFFSET
(SY)
PAVEMENT, 6"
PCC DRIVEWAY
YD)
REMOVAL (SQ
PAVEMENT
DRIVEWAY
FT) (SPECIAL)
DRWY PVMT (SQ
BRICK PAVER
REMOVE & STACK
(LT / RT)
UNIVERSITY DR
101+08 22 LT 10 10 0
103+35 64 LT 6 6 0
104+97 86 LT 7 7 0
107+68 128 LT 11 11 0
109+53 160 LT 0 0 65
113+15 222 LT 1 1 0
114+04 232 LT 11 11 0
114+49 244 RT 11 11 0
TOTAL:57 57 65
10 TRENCH BACKFILL
STATION
(SPECIAL)
CA-11 (CY)
TRENCH BACKFILL -
(SPECIAL)
FA-1 (CY)
TRENCH BACKFILL -
FROM TO
UNIVERSITY DR
100+59 105+00 973 219
105+00 111+00 1,170 131
111+00 117+00 1,178 156
117+00 121+60 1,102 285
TOTAL:4,423 791
3 INCH
PORTLAND CEMENT CONCRETE SIDEWALK 5
STATION
(SQ FT)
SIDEWALK 5 INCH
CONCRETE
PORTLAND CEMENT
REMOVAL (SQ FT)
SIDEWALK
FROM TO
UNIVERSITY DR
100+59 105+00 550 550
105+00 111+00 252 252
111+00 117+00 477 552
117+00 121+60 1,000 1,119
TOTAL:2,279 2,473
BLA, Inc.
N/AN/ANTS
SCHEDULE OF QUANTITIES
UNIVERSITY DRIVE
32
12
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
30 4'-DIA, TY 1 FRAME, CL
MANHOLES, SANITARY,
UNIVERSITY DR
STATION (LT / RT)
OFFSET QUANTITY
(EA)
100+26.23 12.50' lT 1
TOTAL:1
19 5'-DIA, TY 1 FRAME, CL
VALVE VAULTS, TYPE A,
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
100+35.08 35.41' LT 1
100+37.06 82.57' RT 1
100+77.40 12.00' RT 1
101+24.17 26.08' RT 1
101+30.00 37.90' RT 1
108+15.09 12.00' RT 1
115+69.89 12.00' RT 1
116+03.73 31.97' RT 1
116+17.54 43.39' RT 1
119+13.43 35.64' RT 1
119+33.05 45.45' RT 1
121+57.64 10.00' RT 1
122+03.78 28.26' LT 1
122+16.97 40.01' LT 1
122+34.05 10.00' RT 1
122+42.27 20.50' RT 1
TOTAL:16
18 WATER VALVES 12"
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
100+35.08 35.41' LT 1
100+37.06 82.57' RT 1
TOTAL:2
25 WATERMAIN, DUCTILE IRON PIPE, CL52, 12"
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
MATERIAL
QUANTITY
(LT / RT)(LT / RT)(FT)
100+29.93 45.43' LT 100+37.06 82.57' RT DI 130
TOTAL:130
33 FORCEMAIN, 10" PVC, C900, DR14
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET QUANTITY
(LT / RT)(LT / RT)(FT)
100+26.23 12.50' LT 105+00 6.00' LT 476
105+00 6.00' LT 111+00 6.00' LT 600
111+00 6.00' LT 117+00 6.00' LT 600
117+00 6.00' LT 121+85.05 0.50' LT 491
TOTAL:2,167
17 WATER VALVES 10"
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
100+77.40 12.00' RT 1
101+24.17 26.08' RT 1
108+15.09 12.00' RT 1
115+69.89 12.00' RT 1
116+03.73 31.97' RT 1
119+13.43 35.64' RT 1
121+57.64 10.00' RT 1
122+03.78 28.26' LT 1
122+08.28 30.65' RT 1
122+34.05 10.00' RT 1
TOTAL:10
20 CONNECTION 6"x6"
PRESSURE
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
116+18.00 47.52' RT 1
119+33.38 49.91' RT 1
122+23.65 43.80' RT 1
122+43.79 20.49' RT 1
TOTAL:4
21 CONNECTION 8"x8"
PRESSURE
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
101+30.00 37.90' RT 1
122+16.61 44.52' LT 1
TOTAL:2
23 WATERMAIN, DUCTILE IRON PIPE, CL52, 8"
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
MATERIAL
QUANTITY
(LT / RT)(LT / RT)(FT)
100+22.12 68.93' RT 100+36.83 68.93' RT DI 15
111+38.10 12.00' RT 111+38.10 5.27' RT DI 6
122+03.40 31.35' LT 122+16.97 39.95' LT DI 17
122+21.04 10.00' RT 122+21.95 24.96' RT DI 15
TOTAL:38
24 WATERMAIN, DUCTILE IRON PIPE, CL52, 10"
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
MATERIAL
QUANTITY
(LT / RT)(LT / RT)(FT)
100+35.88 12.00' RT 105+00.00 12.00' RT DI 464
101+24.08 12.00' RT 101+24.08 25.90' RT DI 26
105+00.00 12.00' RT 111+00.00 12.00' RT DI 600
111+00.00 12.00' RT 117+00.00 10.75' RT DI 600
116+10.11 11+37' RT 116+04.82 34.67' RT DI 24
117+00.00 10.75' RT 122+40.82 10.00' RT DI 541
119+13.43 10.00' RT 119+13.10 40.45' RT DI 26
122+03.40 31.35' LT 122+06.53 10.00' RT DI 41
TOTAL:2,322
26 WATER SERVICE, TYPE K COPPER, 1"
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET QUANTITY
(LT / RT)(LT / RT)(FT)
100+59 LT / RT 105+00 LT / RT 356
105+00 LT / RT 111+00 LT / RT 367
111+00 LT / RT 117+00 LT / RT 316
117+00 LT / RT 122+00 LT / RT 263
TOTAL:1,302
31 MANHOLE
FORCEMAIN INSPECTION
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
112+44.14 6.00' LT 1
TOTAL:1
28 WATERMAIN
CUT & CAP EXISTING
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
100+29.94 41.31' LT 1
100+32.79 67.23' RT 1
116+19.96 36.05' RT 1
119+32.43 37.00' RT 1
122+17.60 32.00' LT 1
TOTAL:5
32 EXIST. WATER SERVICE B-BOX
UNIVERSITY DR
ID NUMBER ADDRESS STATION
OFFSET QUANTITY
(LT / RT)(EA)
B13-021377417 23 100+89.55 26.94' RT 1
B13-021382670 22 101+14.90 26.03' LT 1
B13-021379295 33 101+63.95 25.95' RT 1
B13-021379406 34 101+68.68 25.07' LT 1
B13-021380709 45 102+32.56 25.89' RT 1
B13-021380575 44 102+35.28 24.12' LT 1
B13-021381701 54 102+92.44 25.11' LT 1
B13-021381798 55 102+98.43 24.81' RT 1
B13-021377151 64 103+41.82 25.96' LT 1
B13-021382768 65 103+59.02 26.16' RT 1
B13-021383397 74 104+30.00 25.79' LT 1
B13-021383604 77 104+33.23 26.05' RT 1
B13-021384285 86 104+98.80 24.92' LT 1
B13-021384358 87 105+00.40 26.15' RT 1
B13-021385181 97 105+53.04 25.03' RT 1
B13-021385126 96 105+67.62 25.13' LT 1
B13-021373789 108 106+29.68 24.75' LT 1
B13-021373743 107 106+32.24 26.40' RT 1
B13-021374446 118 106+95.89 22.73' LT 1
B13-021374495 119 106+97.54 26.04' RT 1
B13-021374909 128 107+64.82 22.85' LT 1
B13-021374877 127 107+65.45 24.06' RT 1
B13-021375418 138 108+23.10 21.62' LT 1
B13-021375446 139 108+31.32 25.54' RT 1
B13-021375794 148 108+92.87 23.53' LT 1
B13-021375811 149 108+98.15 23.38' RT 1
B13-021376210 160 109+60.19 22.52' LT 1
B13-021376179 159 109+65.91 23.56' RT 1
B13-021376345 171 110+30.60 20.00' RT 1
B13-021376438 183 110+99.75 22.65' RT 1
B13-021376539 193 111+61.28 23.75' RT 1
B13-021376798 205 112+31.00 22.72' RT 1
B13-021376973 212 112+60.80 21.59' LT 1
B13-021377040 215 112+95.66 21.81' RT 1
B14-021377247 222 113+32.12 21.20' LT 1
B14-021377310 225 113+67.08 22.70' RT 1
B14-021377497 232 114+04.36 21.73' LT 1
B14-021377581 237 114+36.05 24.64' RT 1
B14-021377773 244 114+63.28 23.39' LT 1
B14-021378071 254 115+27.64 24.66' LT 1
B14-021374413 1172 115+54.96 23.13' RT 1
B14-021378214 264 115+64.21 26.17' LT 1
B14-021378335 274 116+56.13 25.31' LT 1
B14-021378514 284 117+14.39 24.22' LT 1
B14-021378352 275 117+14.97 26.34' RT 1
B14-021378744 294 117+79.73 24.83' LT 1
B14-021378666 291 118+18.36 22.21' RT 1
B14-021378926 302 118+41.81 23.10' LT 1
B14-021379070 312 119+09.98 24.28' LT 1
B14-021379187 320 119+80.92 23.28' LT 1
B14-021379309 330 120+37.71 23.17' LT 1
B14-021374484 1188 121+08.67 22.25' LT 1
TOTAL:52
29 EXISTING WATERMAIN
CONNECTION TO
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
100+29.93 45.43' LT 1
111+38.02 6.77' RT 1
122+22.00 24.97' RT 1
TOTAL:3
22 WATERMAIN, DUCTILE IRON PIPE, CL52, 6"
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
MATERIAL
QUANTITY
(LT / RT)(LT / RT)(FT)
100+30.03 60.88' RT 100+30.03 68.93' RT DI 8
101+15.05 12.00' RT 101+15.05 19.06' RT DI 7
104+75.09 12.00' RT 104+75.09 19.06' RT DI 7
108+05.09 12.00' RT 108+05.09 19.06' RT DI 7
111+95.09 12.00' RT 111+95.09 19.20' RT DI 7
115+51.07 11.55' RT 115+51.07 18.65' RT DI 7
116+04.82 34.67' RT 116+17.54 43.39' RT DI 17
119+13.10 40.45' RT 119+33.05 45.45' RT DI 22
119+45.00 10.00' RT 119+45.00 21.12' RT DI 11
122+08.47 35.79' RT 123+23.10 36.65' RT DI 16
122+40.82 10.00' RT 122+43.79 20.49' RT DI 12
TOTAL:121
27 ASSEMBLY, COMPLETE
FIRE HYDRANT
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
100+30.03 60.88' RT 1
100+39.64 78.42' RT 1
101+15.14 21.48' RT 1
104+75.14 21.49' RT 1
108+05.14 20.94' RT 1
111+95.14 20.94' RT 1
115+03.29 20.08' RT 1
119+45.00 22.84' RT 1
TOTAL:8
BLA, Inc.
N/AN/ANTS
SCHEDULE OF QUANTITIES
UNIVERSITY DRIVE
33
13
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
37 PIPE UNDERDRAINS 4"
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET QUANTITY
(LT / RT)(LT / RT)(FT)
104+13.00 15.00' RT 105+16.75 15.00' RT 105
104+05.93 15.00' LT 105+09.69 15.00' LT 105
110+76.54 15.00' RT 111+80.30 15.00' RT 105
114+15.91 15.00' RT 115+19.31 15.00' RT 105
115+24.33 15.00' RT 115+83.65 41.18' RT 70
116+05.67 44.21' RT 116+66.70 15.00' RT 82
116+84.86 15.00' RT 117+86.62 15.00' RT 105
118+26.36 15.00' RT 118+99.12 53.27' RT 95
119+20.66 49.91' RT 119+81.12 15.00' RT 88
TOTAL:860
39 THERMOPLASTIC PAVEMENT MARKING - LINE 6"
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
TYPE
QUANTITY
(LT / RT)(LT / RT)(FT)
121+61.51 18.36' LT 121+68.70 19.48' RT CROSSWALK 39
121+65.81 21.85' LT 121+74.37 22.87' RT CROSSWALK 45
TOTAL:84
40 THERMOPLASTIC PAVEMENT MARKING - LINE 24"
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
TYPE
QUANTITY
(LT / RT)(LT / RT)(FT)
100+49.72 CL 100+49.72 17.65' LT STOP BAR 18
110+81.65 CL 110+81.65 16.21' RT STOP BAR 16
111+83.61 CL 111+83.61 15.54' LT STOP BAR 16
121+52.04 CL 121+52.04 15.93' RT STOP BAR 16
TOTAL:66
41 POLYUREA PAVEMENT MARKING TYPE I - LINE 6"
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
TYPE
QUANTITY
(LT / RT)(LT / RT)(FT)
100+31.97 28.75' LT 100+32.56 29.03' RT CROSSWALK 58
100+37.11 23.91' LT 100+38.11 23.56' RT CROSSWALK 47
TOTAL:105
42 POLYUREA PAVEMENT MARKING TYPE I - LINE 24"
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
TYPE
QUANTITY
(LT / RT)(LT / RT)(FT)
100+49.72 CL 100+79.72 17.65' LT STOPBAR 18
TOTAL:18
38 SWR TO EX STM STR
CONNECT NEW STM
UNIVERSITY DR
STATION
OFFSET QUANTITY
(LT / RT)(EA)
100+45.60 21.94' LT 1
100+45.32 21.13' RT 1
105+27.28 22.21' RT 1
111+29.89 22.51' RT 1
114+68.67 17.53' RT 1
116+16.66 23.34' RT 1
117+35.35 17.09' RT 1
118+76.72 21.33' RT 1
119+30.53 19.94' RT 1
121+71.40 21.78' RT 1
122+20.18 20.86' RT 1
122+20.60 55.08' RT 1
TOTAL:12
36 PIPE, 24"
STORM SEWERS, TYPE 2, WATER MAIN QUALITY
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
MATERIAL
QUANTITY
(LT / RT)(LT / RT)(FT)
116+86.09 22.00' RT 117+35.67 17.04' RT WM QUALITY 49
117+35.67 17.04' RT 117+74.00 20.22' RT WM QUALITY 38
118+76.72 21.33' RT 119+30.53 19.94' RT WM QUALITY 54
TOTAL:141
34 PIPE, 12"
STORM SEWERS, TYPE 2, WATER MAIN QUALITY
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
MATERIAL
QUANTITY
(LT / RT)(LT / RT)(FT)
100+45.60 21.94' LT 100+23.72 19.86' LT WM QUALITY 20
100+45.32 21.13' RT 100+32.74 20.80' LT WM QUALITY 44
104+61.75 2.00' RT 104+64.87 16.88' RT WM QUALITY 15
104+64.87 16.88' RT 104+94.76 19.43' RT WM QUALITY 30
111+20.53 2.00' RT 111+28.36 17.11' RT WM QUALITY 17
111+28.36 17.11' RT 111+29.90 22.51' RT WM QUALITY 5
114+01.36 22.00' RT 114+68.25 17.53' RT WM QUALITY 53
116+17.29 2.00' RT 116+17.29 23.36' RT WM QUALITY 21
117+35.73 22.00' RT 117+35.51 17.00' RT WM QUALITY 5
122+13.62 49.22' LT 122+15.03 34.24' LT WM QUALITY 15
122+18.92 7.00' RT 122+20.18 20.86' RT WM QUALITY 14
TOTAL:239
35 PIPE, 15"
STORM SEWERS, TYPE 2, WATER MAIN QUALITY
UNIVERSITY DR
STATION
OFFSET
STATION
OFFSET
MATERIAL
QUANTITY
(LT / RT)(LT / RT)(FT)
114+68.25 17.53' RT 115+00.50 22.00' RT WM QUALITY 33
115+96.16 25.32' RT 116+17.29 23.11' RT WM QUALITY 20
TOTAL:53
43 RESTORATION
GENERAL LANDSCAPE
UNIVERSITY DR
STATION STATION
QUANTITY
(SY)
100+00 105+00 341
105+00 111+00 278
111+00 116+00 360
116+00 122+50 451
TOTAL:1,430
BLA, Inc.
ALGINMENT, TIES, AND BENCHMARK
UNIVERSITY DRIVE
1 11"=100'
14
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =200.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
EXISTING ~ UNIVERSITY DRIVE
DOWNING ROADSELWYN LANEHARVARD LANECAMBRIDGE DRIVEFLENTIE LANE BUFFALO GROVE ROADP.T. STA. = 118+25.70
P.C. STA. = 113+74.83
S.E. RUN = _____
T.R. = _____
e = _____
E = 34.22'
L = 450.86'
T = 232.10'
R = 770.00'
PI STA. = 116+06.93
EXIST. CURVE UNIVERSITY
PC Sta 113+74.83
PT Sta 118+25.70
PI Sta 116+06.93
COORDINATE DATA TABLE
STATION ELEMENT TYPE NORTHING EASTING
UNIVERSITY DRIVE
FLENTIE LANE
BUFFALO GROVE ROAD
EX ROW
EX ROW
32.90'30.79'
5
3
.6
4'UNI
VERSI
TY DRI
VECAMBRIDGE DRIVE66.20'
36.40'
23.46'EX ROWEX ROWEX ROWEX ROW1991520.6067 1085267.1526100+22.00 P.O.B.
110+00.00 1991514.5731 1086245.1340-
113+74.83 1991512.2606 1086619.9613P.C.
116+06.93 P.I.1991510.8286 1086852.0571
118+25.70 P.T.1991381.3688 1087044.6983
120+00.00 1991284.1461 1087189.3693-
122+50.00 1991144.7022 1087396.8672P.O.T.
UNIVERSITY DRIVE
S 89° 38'47.47" E
S 56°
0
5'52.3
6" EP.O.B.
100+22.00
MH
SAN
MH
STM
WM VV
MH
SAN
P.O.T.
122+50
E: 1085267.1526
N: 1991520.6067
UNIVERSITY DRIVE
STA: 100+22.00
ALIGNMENT TIE (P.O.B.)
E: 1087396.8672
N: 1991144.7022
UNIVERSITY DRIVE
STA: 122+50.00
ALIGNMENT TIE (P.O.T.)
VV
WM
MH
STM
SCALE: 1"=20'SCALE: 1"=20'
BM3 BM2
BM1
ELEV. 672.94
SOUTH END OF CUL-DE-SAC ON CAMBRIDGE COURT
SOUTHERLY BOLT ON FIRE HYDRANT AT BENCHMARK #1:
ELEV. 676.62
ROAD ON SOUTH SIDE OF UNIVERSITY DRIVE.
SOUTHEAST BOLT ON 4TH FIRE HYDRANT EAST OF BUFFALO GROVEBENCHMARK #2:
ELEV. 691.87
GROVE ROAD ON SOUTH SIDE OF UNIVERSITY DRIVE.
SOUTHEAST BOLT ON 1ST FIRE HYDRANT EAST OF BUFFALOBENCHMARK #3:
STATION 121+81.00
IMPROVEMENTS
END ROADWAY
STATION 122+50.00
IMPROVEMENTS
END UTILITY
STATION 100+22.00
IMPROVEMENTS
BEGIN UTILITY
STATION 100+59.00
IMPROVEMENTS
BEGIN ROADWAY
100 105 110
115
120
200BLA, Inc.
W
#331
100+00 101
GV
GV
WV
W
#23
121
122 203GV
GV
WV
W
W
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
N/AN/A
15
1 1
MAINTENANCE OF TRAFFIC - GENERAL NOTES
SYMBOLS
SIGNS
MAINTENANCE OF TRAFFIC - NOTES
UNIVERSITY DRIVE
BUFFALO GROVE ROAD
ROAD
DOWNING
DRIVE
UNIVERSITY
11'11'11'LANE
FLENTIE
1"=25'
BLA, Inc.GVGV#23 100+00ADEQUATELY PROTECT THE AREA SHOWN).
NUMBER OF BARRICADES REQUIRED TO
LIGHTS (ONE SYMBOL SHALL REPRESENT ANY
BARRICADE TYPE III WITH 2 2-WAY FLASHING
AND 25' C-C ON TAPERS AND CURVES).
STEADY-BURN LIGHT (50' C-C SPACING TYP.
BARRICADE TYPE II OR DRUMS, WITH
TEMPORARY TRAFFIC ADVISORY SIGN
WORK ZONE
DIRECTION OF TRAFFIC
2
L = WxS
60
FOLLOWS: AS DEFINED IS TAPERTHE
FEET IN LENGTH TAPER =L
FEET IN OFFSET OF WIDTH =W
MPH. IN SPEED POSTED =S
EDGE) INSIDE FOR (YELLOW EDGE EACH - LINE EDGE WHITE IN4
BAY TURN - LEFT OF AREA STORAGE - LINE LANE WHITE IN6
TURN LEFT DASH) ft 2 - SKIP ft (6 DASH SKIP WHITE IN6
LOCATIONS ALL - BAR STOP WHITE IN24
LANES TURN - SYMBOLS AND LETTERSWHITE
TAPER LENGTH FOR TRAFFIC CONTROL DEVICES IS DEFINED BY:
CONSTRUCTION:
AT ALL THE FOLLOWING LOCATIONS IN EACH OF THE VARIOUS STAGES OF
WITH SECTION 703 "WORK ZONE PAVEMENT MARKINGS" OF STANDARD SPECIFICATIONS
THE FOLLOWING TEMPORARY PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE
1.
2.
3.
4.
5.
6.
7.
8.
9.
INFORMATION SIGNING".
PER DISTRICT DETAIL TC-26 INCLUDED IN THE VARIOUS ITEMS FOR "TEMPORARY
RESPONSIBILITY TO PROVIDE AT THE APPROPRIATE LOCATIONS. THIS WORK WILL BE
"CAUTION NEW LANES OPEN STOP HERE" SIGNS WILL BE THE CONTRACTOR'S
IN ACCORDANCE WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. ALSO,
ON TEMPORARY SUPPORTS FOR DRIVEWAYS. THESE SIGNS SHALL BE WHITE ON GREEN
IT WILL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE INFORMATIONAL SIGNS
SIGN".
DIRECTED BY THE ENGINEER AND IT SHALL BE PAID FOR AS "CHANGEABLE MESSAGE
PORTABLE CHANGEABLE MESSAGE SIGN SHALL BE USED AND ITS PLACEMENT SHALL BE
TRAFFIC STAGING CHANGES.
THE CONTRACTOR WILL GIVE THE ENGINEER AT LEAST 10 DAYS NOTICE PRIOR TO ANY
TRAFFIC STAGING.
TEMPORARY TRAFFIC CONTROL BARRIERS AND SIGNAGE SHALL BE IN PLACE PRIOR TO
ROADWAY SIGNAGE THAT CONFLICTS WITH THE STAGED TRAFFIC PATTERN.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COVERING OR REMOVING ANY EXISTING
TRAFFIC.
AND ON NEW FACILITIES AS THEY BECOME AVAILABLE FOR PEDESTRIAN AND BICYCLE
PEDESTRIAN AND BICYCLE ACCESS MUST BE MAINTAINED ON ALL EXISTING FACILITIES
ARROW BOARDS SHALL HAVE SOLAR POWER CAPABILITY.
TWO WARNING SIGNS ON EACH APPROACH DURING HOURS OF DARKNESS.
A MONO-DIRECTIONAL FLASHING AMBER BEACON SHALL BE MOUNTED TO THE FIRST
OR COVERED AS DIRECTED BY THE ENGINEER.
EXISTING TRAFFIC SIGNS IN CONFLICT WITH STAGING SHALL BE REMOVED, RELOCATED,
CONSTRUCTION.
NAME SIGNS, ETC.) SHALL BE MAINTAINED AND VISIBLE TO TRAFFIC THROUGHOUT
ALL EXISTING TRAFFIC GUIDE SIGNS (i.e. STREET NAME SIGNS, ADVANCED STREET
PERMENANT SIGNING BEFORE TEMPORARY SIGNING IS REMOVED.
AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL INSTALL AND UNCOVER ALL
EXISTING SIGNS ARE REMOVED. THE CONTRACTOR SHALL RELOCATE EXISTING SIGNS
THE CONTRACTOR SHALL INSTALL AND UNCOVER ALL TEMPORARY SIGNS BEFORE
10.
11.
12.
13.
STREETS AND DRIVEWAYS THROUGH ALL CONSTRUCTION STAGES.
STOP SIGNS AND STOP BARS ARE TO BE MAINTAINED FOR UNSIGNALIZED SIDE
DIVERSION OF TRAFFIC DURING EXECUTION OF THIS CONTRACT.
SHOWN. THE TRAFFIC CONTROL PLANS SHALL SERVE AS A GUIDE FOR THE SAFE
SHALL BE ADJUSTED TO ACCOMMODATE THE VARIOUS STAGES OF CONSTRUCTION
INTERSECTIONS NOTED IN THE PLANS. TEMPORARY INTERSECTION SIGNALIZATION
STARTED. TEMPORARY TRAFFIC SIGNALS SHALL BE CONSTRUCTED AT THE
ALL OF THE TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE CONSTRUCTION IS
ENTRANCE AND SIDEROAD WILL BE MEASURE FOR PAYMENT ONCE.
BUT SHALL BE CONSIDERED INCLUDED IN THE COST OF THE ITEMS OF WORK. EACH
THE ENGINEER. THIS WORK SHALL NOT BE CONSIDERED FOR ADDITIONAL PAYMENT,
CONSTRUCTION, FLAGGERS, TEMPORARY ACCESSES, OR OTHER METHODS APPROVED BY
MAINTAIN ACCESS TO ALL SIDE STREETS AND DRIVEWAYS BY UTILIZING STAGED
FOR "TEMPORARY ACCESS (PRIVATE OR COMMERCIAL)". THE CONTRACTOR SHALL
DRIVEWAY ENTRANCES SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER EACH
SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. ACCESS TO EXISTING
THE CONTRACTOR SHALL MAINTAIN ALL DRIVEWAY AND SIDE STREET ENTRANCES AS
PROPOSED ITEMS OF WORK IN THE CONTRACT.
PAID FOR DIRECTLY, BUT THE COST SHALL BE CONSIDERED INCLUDED IN THE
PERMANENT USED AS TEMPORARY) TO COMPLY WITH THIS REQUIREMENT WILL NOT BE
PERFORMED. THE COST OF ALL LABOR, EQUIPMENT, AND MATERIALS (TEMPORARY OR
BUILT AND IN SERVICE AND THE FINAL SHAPING AND GRADING OF DITCHES IS
MAINTAINED UNTIL SUCH TIME AS THE PERMANENT CONNECTIONS WITH SEWERS ARE
TEMPORARY PUMPING IF NECESSARY. TEMPORARY ACCOMMODATIONS SHALL BE
OUTLETS, AND CONNECTIONS FOR ALL EXISTING AND PROPOSED FACILITIES INCLUDING
DITCHES, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY INLETS,
WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, INCLUDING THE FLOW LINE OF
POSITIVE DRAINAGE WITHIN THE WORK ZONE MUST BE MAINTAINED AT ALL TIMES.
THE PROJECT LIMITS FOR RESTORATION PURPOSES.
THE CONTRACTOR SHALL NOTE LOCATIONS OF ALL PAVEMENT MARKINGS OUTSIDE OF
PERMENANT SURFACES.
EXISTING SURFACES TO REMAIN, AREAS IN CONFLICT WITH OTHER STAGES, AND
THE CONTRACTOR SHALL USE TEMPORARY PAVEMENT MARKING TAPE, TYPE IV ON
TEMPORARY PAVEMENT MARKING REMOVAL.
REMOVAL FOR THESE PURPOSES SHALL BE CONSIDERED INCLUDED IN THE PRICE OF
CONFLICTING WITH PROPOSED MOT BY METHODS APPROVED BY THE ENGINEER.
CONTRACTOR SHALL REMOVE ANY TEMPORARY AND PERMANENT PAVEMENT MARKINGS
15.
16.
17.
18.
19.
20.
48 IN x 48 IN
W21-1(0)*
MORE THAN ONE HOUR
WHEN WORKERS ARE NOT PRESENT FOR
SIGNS TO BE REMOVED OR COVERED *
ROAD
CONSTRUCTION
AHEAD
PEDESTRIAN BARRICADE
WITH DETECTABLE
24 IN x 18 IN
R11-I101
CLOSED
SIDEWALK
RIGHT LANE
CLOSED
AHEAD
48 IN x 48 IN
W 20-5R
@ 20' O.C. IN TAPER
WITH FLASHING LIGHTS
DRUMS OR BARRICADES
36"X36"
NO RIGHT TURN R3-1
EX ROW
36"X36"
NO LEFT TURN R3-2
FLASHING LIGHTS (TYP)
TYPE III BARRICADES WITH
200'
225' TAPER
EX ROW
@ 20' O.C. IN TAPER
WITH FLASHING LIGHTS
DRUMS OR BARRICADES
LIGHTS (TYP)
WITH STEADY BURN
DRUMS OR BARRICADES
200'200'
DURATION OF PROJECT
48"X48"
W20-I103(0)
48 IN x 48 IN
W20-I103(0)
48"X48"
NO RIGHT TURN
W20-5R
DURATION OF PROJECT
48"X48"
W20-I103(0)
48 IN x 48 IN
W20-7(0)
48"X48"
W20-7(0)
36 IN x 36 IN
R3-2
36 IN x 36 IN
R3-1
MATCH LINE STA. 105+00UNIVERSITY DRIVE
ROAD
BUFFALO GROVE
1"=20'MATCH LINE STA. 105+00MATCH LINE STA. 111+00UNIVERSITY DRIVE
REMOVAL PLAN
16
111+00100+002 1
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
R
LEGEND
SIDEWALK REMOVAL
SURFACE REMOVAL-BUTT JOINT
HOT-MIX ASPHALT
SIDEWALK REMOVAL (TYP)
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW 16'16'66'16'16'66'16'16'66'16'16'66'PREPARATION OF BASE
PAVEMENT REMOVAL
UTILITY TRENCH SAWCUT
STRUCTURES TO BE ADJUSTED
DRIVEWAY PAVEMENT REMOVAL (TYP)
GUTTER REMOVAL (TYP)
COMBINATION CURB AND
GUTTER REMOVAL (TYP)
COMBINATION CURB AND
PREPARATION OF BASE (TYP)
PAVEMENT REMOVAL (TYP)
PREPARATION OF BASE (TYP)
PAVEMENT REMOVAL (TYP)
UTILITY TRENCH SAWCUT (TYP)
UTILITY TRENCH SAWCUT (TYP)
REMOVAL-BUTT JOINT (TYP)
HOT-MIX ASPHALT SURFACE
ADJ
ADJ
6'
7'
6'
7'
(TYPE SPECIFIED)
DRIVEWAY PAVEMENT REMOVAL
R
LINEAR ITEM REMOVAL
STRUCTURES TO BE REMOVED
(TYP)
STORM SEWER REMOVAL
STA. 100+59.00
UNIVERSITY DRIVE
IMPROVEMENTS
BEGIN ROADWAY
TREE REMOVAL - BY OTHERS
ADJ
(TYP)
REMOVE & RESET MAILBOXES (SPECIAL)
TYPE IV, 9"
CLASS B PATCHES,
DRIVEWAY PAVEMENT (SPECIAL)
REMOVE & STACK BRICK PAVER
SEPARATE CONTRACT. SEE NOTES.
EX. SANITARY SEWER TO BE LINED UNDER
#97NOTE:
SIDEWALK REMOVAL (TYP)
STA. 100+22.00
UNIVERSITY DRIVE
IMPROVEMENTS
BEGIN ROADWAY
#96 #108
#118
CONTRACT. SEPARATE UNDER REMOVED BE TOTREES
REPLACE. TO CONTRACTORTHE
OF RESPONSIBILITY THE IS OCCURRED DAMGE ANY WIRING. ANDPOLES
LIGHT PRESERVING & PROTECTING FOR RESPONSIBLE ISCONTRACTOR
DISCRECTION. ENGINEERS AT RECONSTRUCTED BE TOSTRUCTURES
OPERATIONS. CONSTRUCTION DURING MAINFORCE
EXISTING OF BREAKS OR DAMAGE ANY FOR RESPONSIBLE ISCONTRACTOR
PROJECT. IMPROVEMENTSUTILITY/ROADWAY
DR. UNIVERSITY THE TO SIMULTANEOUS PLACE TAKE WILLTHAT
PROJECT LINING SANITARY SEPARATE OF AWARE BE SHALLCONTRACTOR
#107
ACCESS. MAINTAIN TO ORDER IN ENGINEER THE BY DIRECTEDAS
LOCATIONS DRIVEWAY ALL AT INSTALLED BE SHALL RAMPSTEMPORARY
REFER TO UTILITY PLAN FOR REMOVAL OF FORCEMAIN & WATER MAIN
(TYP)
DRIVEWAY PAVEMENT REMOVAL
FORCE MAIN (SPECIAL)
FILL AND ABANDON EXISTING
FORCE MAIN (SPECIAL)
FILL AND ABANDON EXISTING
NON-SHRINK CONCRETE OR MORTAR PLUG
PLUGGED AT BOTH ENDS WITH AT LEAST 2 FEET LONG
ALL ABANDONED SANITARY SEWERS/FORCE MAINS SHALL BE
NOTE:
100+00 101 102 103 104 105+00
BLA, Inc.
W
WV
GV
GV
WV
W WW
W
WV
GV
GV
WV
W W
#22 #34 #44 #54 #64 #74 #86
#87#77#65#55#45#33#23
W
W
W
WV
W
W
W
W
W
W
W
W
WV
W
W
#128 #138 #148 #160 #176
#183#171#159#149#139#127#119
105+00 106 107 108 109 110+00 111
MATCH LINE STA. 117+00UNIVERSITY DRIVE
UNIVERSITY DRIVEMATCH LINE STA. 111+00MATCH LINE STA. 117+00LANE
HARVARD
DRIVE
CAMBRIDGE
LANE
SELWYN
ROAD
DOWNING
REMOVAL PLAN
17
1"=20'122+50111+002 2
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 3116'16'66'EX ROW
EX ROW
16'16'66'EX ROW
EX ROW16'16'66'16'16'66'EX ROW
EX ROW
EX ROW
EX ROW
LEGEND
#193 #205
REMOVAL-BUTT JOINT (TYP)
HOT-MIX ASPHALT SURFACE
REMOVAL-BUTT JOINT (TYP)
HOT-MIX ASPHALT SURFACE
DRIVEWAY PAVEMENT REMOVAL (TYP)
SIDEWALK REMOVAL (TYP)
SIDEWALK REMOVAL (TYP)
PREPARATION OF BASE (TYP)
PAVEMENT REMOVAL (TYP)
PREPARATION OF BASE (TYP)
PAVEMENT REMOVAL (TYP)
UTILITY TRENCH SAWCUT (TYP)
UTILITY TRENCH SAWCUT (TYP)
GUTTER REMOVAL (TYP)
COMBINATION CURB AND
GUTTER REMOVAL (TYP)
COMBINATION CURB AND
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ ADJ ADJ ADJ
ADJ
ADJ
6'
7.5'
6'
9'
6'
MAILBOXES (TYP)
REMOVE & REPLACE
MAILBOXES (TYP)
REMOVE & REPLACE
STORM SEWER REMOVAL (TYP)
TREE REMOVAL (TYP)
TREE REMOVAL (TYP)
STA. 121+81.00
UNIVERSITY DRIVE
IMPROVEMENTS
END ROADWAY
CLASS B PATCHES, TYPE IV, 9"
SEPARATE CONTRACT. SEE NOTES.
EX. SANITARY SEWER TO BE LINED UNDER
#291
NOTE:
CONTRACT. SEPARATE UNDER REMOVED BE TOTREES
REPLACE.
TO CONTRACTOR THE OF RESPONSIBILITY THE IS OCCURRED DAMGE ANYWIRING.
AND POLES LIGHT PRESERVING & PROTECTING FOR RESPONSIBLE ISCONTRACTOR
DISCRECTION. ENGINEERS AT RECONSTRUCTED BE TOSTRUCTURES
OPERATIONS. CONSTRUCTIONDURING
MAIN FORCE EXISTING OF BREAKS OR DAMAGE ANY FOR RESPONSIBLE ISCONTRACTOR
PROJECT.
IMPROVEMENTS UTILITY/ROADWAY DR. UNIVERSITY THE TO SIMULTANEOUS PLACETAKE
WILL THAT PROJECT LINING SANITARY SEPARATE OF AWARE BE SHALLCONTRACTOR
ACCESS. MAINTAIN TO ORDER IN ENGINEER THE BYDIRECTED
AS LOCATIONS DRIVEWAY ALL AT INSTALLED BE SHALL RAMPSTEMPORARY
STA. 122+50.00
UNIVERSITY DRIVE
IMPROVEMENTS
END UTILITY
STORM SEWER REMOVAL (TYP)
(TYP)
SIDEWALK REMOVAL
FORCE MAIN (SPECIAL)
FILL AND ABANDON EXISTING
FORCE MAIN (SPECIAL)
FILL AND ABANDON EXISTING
NON-SHRINK CONCRETE OR MORTAR PLUG
PLUGGED AT BOTH ENDS WITH AT LEAST 2 FEET LONG
ALL ABANDONED SANITARY SEWERS/FORCE MAINS SHALL BE
NOTE:
R
SIDEWALK REMOVAL
SURFACE REMOVAL-BUTT JOINT
HOT-MIX ASPHALT
PREPARATION OF BASE
PAVEMENT REMOVAL
UTILITY TRENCH SAWCUT
STRUCTURES TO BE ADJUSTEDADJ
(TYPE SPECIFIED)
DRIVEWAY PAVEMENT REMOVAL
LINEAR ITEM REMOVAL
STRUCTURES TO BE REMOVED
TREE REMOVAL - BY OTHERS
BLA, Inc.
WV
WV
W W
WV W
WV
WWV
WV
W W
WV W
WV
#222 #232
#244
#254
#264
#274
#237
#225#215
#1143 #212
#1172
W V
W
W
W W
W V
W
#294 #302 #312 #320 #330
#331#317#291
#284 #1188
117
118 119 120+00 121 122 203 111 112 113 114
115+00
116 117
MATCH LINE STA. 105+00UNIVERSITY DRIVE
ROAD
BUFFALO GROVE
1"=20'
ROADWAY / UTILITY PLAN AND PROFILE
1 4
18
100+00 105+00
RTE.
4220
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVESURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEPROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
DMcglincy=USER NAME
40.0000 ' / in.=PLOT SCALE
7/24/2019=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
COOK 31
07/25/2019
660
665
670
675
680
685
690
695
685
660
665
670
675
680
685
690
695
685
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00
EX ROW
EX ROWEX ROW
EX ROW
10'(TYP)(TYP)4'10"x6" DI TEE
T/WM=683.50
RIM=690.80
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
WATERMAIN, DIP, CL52, 10"
WATERMAIN, DIP, CL52, 6"WATERMAIN, DIP, CL52, 6"
TO EXISTING STORM STRUCTURE
CONNECT PROPOSED STORM SEWER 66'16'16'AAA AAA AAA AAA AAA AAA AAA AAA
AAA AAA AAA AAA AAA AAA
T/WM=678.50
B/ST=680.60+/-
T/WM=678.50
B/ST=680.40+/-
T/PR WM=683.50
B/EX WM=684.00+/-
VALVE VAULT TO BE ABANDONED
TO PROPOSED SANITARY STRUCTURE
CONNECT EXISTING SANITARY SEWER
SANITARY MANHOLE
REMOVE EXISTING
BE REMOVED (TYP)
VALVE BOX TO
G.R.=691.00
COMPLETE (SPECIAL)
FIRE HYDRANT ASSEMBLY
G.R.=684.10
COMPLETE (SPECIAL)
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT TO BE REMOVED (SPECIAL)FIRE HYDRANT TO BE REMOVED (SPECIAL)
COMPLETE (SPECIAL) (TYP)
WATER SERVICE TAP, 1"
FRAME & LID (SPECIAL) (TYP)
WATER SERVICE B-BOX
EXISTING, COMPLETE (SPECIAL) (TYP)
WATER SERVICE CONNECT
WATERMAIN (SPECIAL)
FILL AND ABANDON EXISTING
NOTE:
COPPER 1" (SPECIAL) (TYP)
WATER SERVICE TYPE K,
HMA BINDER COURSE (SPECIAL) 2.5"
HMA SURFACE COURSE (SPECIAL) 2.0"
#23
SANITARY SEWER, ELEV=682.54
CONNECT TO EXISTING GRAVITY
INV (16" DIP-EX)=682.54
INV (10" PVC-SE)=684.50
RIM=694.04
SANITARY MANHOLE
EXISTING / PROPOSED GROUND
CENTERLINE UNIVERSITY DRIVE
THE OPERATING NUT
OF THE CLOSED VALVE IN LIEU OF
BY THE VILLAGE INSTALLED ON TOP
NUT REMOVED AND A PLATE PROVIDED
CLOSE VALVE AND HAVE OPERATING
INV (16" DIP-EX)=682.54
INV (10" PVC-SE)=684.50
RIM=694.04
TY A, 4'-DIA, TY 1 FRAME CL
SANITARY MANHOLE
STORM SEWER, TY 2 (WM QUALITY), 12"
(WM QUALITY), 12"
STORM SEWER, TY 2
(WM QUALITY), 12"
STORM SEWER, TY 2
STA. 100+59.00
UNIVERSITY DRIVE
IMPROVEMENTS
BEGIN ROADWAY
(WM QUALITY), 12"
STORM SEWER, TY 2
T/WM=686.80
RIM=692.30
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
T/WM=685.47
RIM=692.30
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
WATERMAIN, DIP, CL52, 10"
STORM SEWER, TY 2 (WM QUALITY), 12"
WATERMAIN (SPECIAL)
CONNECT TO EXISTING
T/WM=687.14
B/SS=689.24
10" PVC 45 DEGREE BEND
T/WM=684.50
10"x10" DI TEE
12" DI 45 DEGREE BEND
(TYP)
PCC SIDEWALK 5 INCHDRIVEWAY PAVEMENT, 6 INCH (TYP)
PORTLAND CEMENT CONCRETE
T/WM=684.70 +/-
RIM=691.00
8"x8" COMPLETE (SPECIAL)
PRESSURE CONNECTION
(TYP)
PIPE UNDERDRAIN, 4"
VARIES (SPECIAL) (TYP)
COMB. CONCRETE CURB & GUTTER,
45 DEGREE BEND
10"x8" REDUCER ELBOW,
RESPONSIBILITY OF THE CONTRACTOR.
INSTALLATION AND GENERAL CONSTRUCTION SHALL BE THE
ANY DAMAGE TO EX. FORCEMAIN DUE TO PROPOSED FORCEMAIN
IN WATER SERVICES.
CONTRACTOR HAS OPTION TO EITHER OPEN CUT OR "MOLE"
SEWER LOCATIONS TO BE VERIFIED IN FIELD.
COVER DOES NOT EXCEED 5.5'
INSULATED WATERMAIN D.I.P. TO BE USED IN LOCATIONS WHERE
ALL VALVE VAULTS TY A SHALL HAVE TY 1 FRAME AND (WATER) LID
VALVE VAULT TO BE ABANDONED
COMPLETE (SPECIAL)
FIRE HYDRANT ASSEMBLY
COMPLETE (SPECIAL)
FIRE HYDRANT ASSEMBLY
WATERMAIN, DIP, CL52, 6"
12"x10" DI TEE
AAA
12"x8" DI TEE
8"x6" DI TEE
WATERMAIN, DIP, CL52, 12"
WATERMAIN, DIP, CL52, 8"
STORM SEWER, TY 2 (WM QUALITY), 12"
WATERMAIN, DIP, CL52, 12"
6.0' TYP
INSTALL TRUST BLOCK
CUT AND CAP EXISITNG WM (SPECIAL)
VALVE VAULT TY A 5' DIA
WATER VALVE 12"
GUTTER TY B-6.24 (TYP)
COMB. CONCRETE CURB &
FORCEMAIN, 10" PVC, C900, DR14 @ 2.0% (476 FT)
C900, DR14 (476 FT)
FORCEMAIN, 10" PVC,
12"x10" DI TEE
INSTALL TRUST BLOCK
CUT AND CAP EXISTING WM (SPECIAL)
T/WM=687.43
RIM=693.93
VALVE VAULT TY A 5' DIA
WATER VALVE 12"
T/SAN=685.20
B/WM=686.10
EX STORM STRUCTURE
CONNECT PR SS TO
CONNECT PR SS TO EX STORM STRUCTURE
T/SAN=676.64
B/SS=681.21
INV=684.50
T/SAN=685.20
B/WM=686.10
CLEARANCE=1.3'+/- (TYP)
WATER SERVICE
T/WM=684.50
10"x10" DI TEE
T/WM=678.00
10"x6" DI TEE
T/WM=678.00
10"x6" DI TEE
12" DI 45 DEGREE BEND
100+00 102 103 104 105+00
BLA, Inc. W
WV
GV
GV
WV
W WW
W
WV
GV
GV
WV
W W
#22 #34 #44 #54 #64 #74 #86
#87#77#65#55#45#33
694.45693.29691.89690.56689.39688.37687.44686.58685.75684.91684.07694.45691.89690.56689.39688.37687.44686.58685.75684.91684.07693.29
MATCH LINE STA. 105+00MATCH LINE STA. 111+00UNIVERSITY DRIVE
1"=20'
ROADWAY / UTILITY PLAN AND PROFILE
19
42 111+00105+00
RTE.
4220
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVESURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEPROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
DMcglincy=USER NAME
40.0000 ' / in.=PLOT SCALE
7/24/2019=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
COOK 31
07/25/2019
650
655
660
665
670
675
680
685
690
685
650
655
660
665
670
675
680
685
690
685
105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00
EX ROW
66'EX ROW
EX ROW
EX ROW
WATERMAIN, DIP, CL52, 10"(TYP)4'T/WM=673.60
RIM=679.60
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
WATERMAIN, DIP, CL52, 6"10'(TYP)AAA
VALVE VAULT TO BE ABANDONED 16'16'AAA AAA AAA AAA AAA AAA AAA
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
G.R.=679.600
COMPLETE (SPECIAL)
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT TO BE REMOVED (SPECIAL)
WATERMAIN (SPECIAL)
FILL AND ABANDON EXISTING
BE REMOVED (TYP)
VALVE BOX TO
EXISTING, COMPLETE (SPECIAL) (TYP)
WATER SERVICE CONNECT
FRAME & LID (SPECIAL) (TYP)
WATER SERVICE B-BOX
COMPLETE (SPECIAL) (TYP)
WATER SERVICE TAP, 1"
COPPER 1" (SPECIAL) (TYP)
WATER SERVICE TYPE K,
HMA BINDER COURSE (SPECIAL) 2.5"
HMA SURFACE COURSE (SPECIAL) 2.0"
FORCEMAIN, 10" PVC, C900, DR14 @ 1.0%
ELEV=671.71
STA. 107+35
GRADE BREAK
EXISTING / PROPOSED GROUND
CENTERLINE UNIVERSITY DRIVE
(WM QUALITY), 12"
STORM SEWER, TY 2
T/WM=673.60
RIM=679.60
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
WATERMAIN, DIP, CL52, 10"
EX. STORM SEWER, 12" RCP
EX. STORM SEWER, 12" RCP
(TYP)
4" PIPE UNDERDRAIN(TYP)
PCC SIDEWALK 5 INCH
DRIVEWAY PAVEMENT, 6 INCH (TYP)
PORTLAND CEMENT CONCRETE
AND GUTTER, TYPE M-4.12 (TYP)
COMBINATION CONCRETE CURB
NOTE:
RESPONSIBILITY OF THE CONTRACTOR.
INSTALLATION AND GENERAL CONSTRUCTION SHALL BE THE
ANY DAMAGE TO EX. FORCEMAIN DUE TO PROPOSED FORCEMAIN
IN WATER SERVICES.
CONTRACTOR HAS OPTION TO EITHER OPEN CUT OR "MOLE"
SEWER LOCATIONS TO BE VERIFIED IN FIELD.
COVER DOES NOT EXCEED 5.5'
INSULATED WATERMAIN D.I.P. TO BE USED IN LOCATIONS WHERE
ALL VALVE VAULTS TY A SHALL HAVE TY 1 FRAME AND (WATER) LID
6.0' TYP
C900, DR14 (600 FT)
FORCEMAIN, 10" PVC,
FORCEMAIN, 10" PVC, C900, DR14 @ 1.4% (600 FT)
T/WM=673.69
10"x6" DI TEE
T/WM=673.69
10"x6" DI TEE
WATER SERVICE CLEARANCE=1.75' +/-
105+00 106 107 108 109 110+00 111
BLA, Inc. W
W
W
WV
W
W
W
W
W
W
W
W
WV
W
W
#96 #108 #118 #128 #138 #148 #160 #176
#183#171#159#149#139#127#119#107#97
684.07683.28682.41681.66681.00680.41679.83679.38679.00678.54678.06677.61677.03684.07683.28682.41681.66681.00680.41679.83679.38679.00678.54678.06677.61677.03
UNIVERSITY DRIVE
MATCH LINE STA. 111+00MATCH LINE STA. 117+00LANE
HARVARD
1"=20'
ROADWAY / UTILITY PLAN AND PROFILE
ROAD
DOWNING
43
20
117+00111+00
RTE.
4220
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVESURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEPROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
DMcglincy=USER NAME
40.0000 ' / in.=PLOT SCALE
7/24/2019=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
COOK 31
07/25/2019
645
650
655
660
665
670
675
680
685685
645
650
655
660
665
670
675
680
685685
111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00
EX ROW
EX ROW
EX ROW EX ROWWATERMAIN, DIP, CL52, 10"(TYP)4'10'(TYP)T/WM=670.25 +/-
10"x8" DI TEE
WATERMAIN, DIP, CL52, 6"
T/WM=665.67
RIM=671.80
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
T/WM=665.90 +/-
RIM=671.90
6"x6" COMPLETE (SPECIAL)
PRESSURE CONNECTION
TO EXISTING STORM STRUCTURE
CONNECT PROPOSED STORM SEWER
TO EXISTING STORM STRUCTURE
CONNECT PROPOSED STORM SEWER
TO EXISTING STORM STRUCTURE
CONNECT PROPOSED STORM SEWER66'16'16'AAA AAA AAA AAA AAA AAA
AAA
AAA
AAA
A
A
A
AAAA
A
A
AAA
AAA
AAAAAAAAAAAA
BE REMOVED
VALVE BOX TO
T/WM=664.70
RIM=671.60
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
6" 45 DEGREE BEND
WATERMAIN, DIP, CL52, 6"
CL52, 10"
WATERMAIN, DIP,
T/SAN=668.51
B/WM=670.30 +/-
T/WM=670.90
B/ST=672.73 +/-
45 DEGREES BEND
10"x6" REDUCER ELBOW,
G.R.=675.60
COMPLETE (SPECIAL)
FIRE HYDRANT ASSEMBLY
G.R.=671.60
COMPLETE (SPECIAL)
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT TO BE REMOVED (SPECIAL)
FIRE HYDRANT TO BE REMOVED (SPECIAL)
WATERMAIN (SPECIAL)
FILL AND ABANDON EXISTING
WATERMAIN (SPECIAL)
CONNECT TO EXISITNG
INSTALL TRUST BLOCK
CUT AND CAP EXISITNG WM (SPECIAL)
BE REMOVED (TYP)
VALVE BOX TO
EXISTING, COMPLETE (SPECIAL) (TYP)
WATER SERVICE CONNECT
FRAME & LID (SPECIAL) (TYP)
WATER SERVICE B-BOX
COMPLETE (SPECIAL) (TYP)
WATER SERVICE TAP, 1"
COPPER 1" (SPECIAL) (TYP)
WATER SERVICE TYPE K,
HMA BINDER COURSE (SPECIAL) 2.5"
HMA SURFACE COURSE (SPECIAL) 2.0"
EXISTING / PROPOSED GROUND
CENTERLINE UNIVERSITY DRIVE 12"(WM QUALITY), 12"
STORM SEWER, TY 2
(WM QUALITY), 12"
STORM SEWER, TY 2
(WM QUALITY), 12"
STORM SEWER, TY 2
(WM QUALITY), 15"
STORM SEWER, TY 2
(WM QUALITY), 12"
STORM SEWER, TY 2
(WM QUALITY), 15"
STORM SEWER, TY 2
(WM QUALITY), 12"
STORM SEWER, TY 2
(WM QUALITY), 15"
STORM SEWER, TY 2
(WM QUALITY), 15"
STORM SEWER, TY 2EX. STORM SEWER, 12" RCP
EX. STORM SEWER, 24" RCP
T/WM=665.67
RIM=671.80
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
(TYP)
4" PIPE UNDERDRAIN
(TYP)
PCC SIDEWALK 5 INCH
15" RCP
EX. STORM SEWER,
AND GUTTER, TYPE M-4.12 (TYP)
COMBINATION CONCRETE CURB
10"x10" DI TEE
DRIVEWAY PAVEMENT, 6 INCH (TYP)
PORTLAND CEMENT CONCRETE
CL52, 6"
WATERMAIN, DIP,
THE OPERATING NUT
OF THE CLOSED VALVE IN LIEU OF
BY THE VILLAGE INSTALLED ON TOP
NUT REMOVED AND A PLATE PROVIDED
CLOSE VALVE AND HAVE OPERATING
4'-DIA, TY 1 FRAME CL
FORCEMAIN INSPECTION MANHOLE
NOTE:
RESPONSIBILITY OF THE CONTRACTOR.
INSTALLATION AND GENERAL CONSTRUCTION SHALL BE THE
ANY DAMAGE TO EX. FORCEMAIN DUE TO PROPOSED FORCEMAIN
IN WATER SERVICES.
CONTRACTOR HAS OPTION TO EITHER OPEN CUT OR "MOLE"
SEWER LOCATIONS TO BE VERIFIED IN FIELD.
COVER DOES NOT EXCEED 5.5'
INSULATED WATERMAIN D.I.P. TO BE USED IN LOCATIONS WHERE
ALL VALVE VAULTS TY A SHALL HAVE TY 1 FRAME AND (WATER) LID
6.0' TYP
C900, DR14 (6OO FT)
FORCEMAIN, 10" PVC,
FORCEMAIN, 10" PVC, C900, DR14 @ 1.0% (600 FT)
(TYP)
WATER SERVICE CLEARANCE=1.75'+/-
T/SAN=668.73
B/SS=672.98
T/WM=669.65
10"x6" DI TEE
T/WM=669.65
10"x6" DI TEE
T/WM=665.64
B/ST=666.70
T/SAN=664.06
B/EX. SAN=664.15 +/-
1.75' CLEARANCE
LOWER WATERMAIN
10" 45 DEGREE BEND
10" 45 DEGREE BEND 10" 45 DEGREE BEND
10" 45 DEGREE BEND
T/WM=663.28
B/SAN=665.03
T/WM=663.28
B/SAN=665.03 +/-T/SAN=663.72
B/SS=666.21
WATERMAIN, DIP, CL52, 10"
T/WM=665.85
10"x6" DI TEE
T/WM=665.85
10"x6" DI TEE
111 112 113 114
115+00
116 117BLA, Inc. WV
WV
W W
WV W
WV
WWV
WV
W W
WV W
WV
#222 #232
#244
#254
#264
#274
#237
#225#215#205#193
#1143 #212
#1172
677.03676.48675.89675.26674.62674.09673.56672.96672.47672.01671.60671.28671.09677.03676.48675.89675.26674.62674.09673.56672.96672.47672.01671.60671.28671.09
UNIVERSITY DRIVE
MATCH LINE STA. 117+00LANE
SELWYN
DRIVE
CAMBRIDGE
ROADWAY / UTILITY PLAN AND PROFILE
44
21
122+50117+00 1"=20'
RTE.
4220
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVESURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDRT. OF WAY CHECKEDCADD FILE NAMEPROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
DMcglincy=USER NAME
40.0000 ' / in.=PLOT SCALE
7/24/2019=PLOT DATE
DESIGNED REVISED
REVISED
REVISED
REVISEDDATE
DRAWN
CHECKED
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
COOK 31
07/25/2019
645
650
655
660
665
670
675
680
685685
645
650
655
660
665
670
675
680
685685
117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
WATERMAIN, DIP, CL52, 10"(TYP)6'WATERMAIN, DIP, CL52, 6"10'(TYP)WATERMAIN, DIP, CL52, 10"
T/WM=664.05
RIM=670.20
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
6" 45 DEGREE BEND
WATERMAIN, DIP, CL52, 6"
T/WM=664.30 +/-
RIM=670.54
6"x6" COMPLETE (SPECIAL)
PRESSURE CONNECTION
TO EXISTING STORM STRUCTURE
CONNECT PROPOSED STORM SEWER
TO EXISTING STORM STRUCTURE
CONNECT PROPOSED STORM SEWER TO EXISTING STORM STRUCTURE
CONNECT PROPOSED STORM SEWER
TO EXISTING STORM STRUCTURE
CONNECT PROPOSED STORM SEWER66'16'16'AAA
AAAAAAAAAAAAAAAAAA
AAA
AAA AAA AAA AAA AAA AAA AAA
VALVE VAULT TO BE ABANDONED
T/PR WM=664.11
B/EX WM=663.70+/-
T/SAN=663.20 +/-
B/WM=663.73
T/WM=661.18 +/-
RIM=669.21
8"x8" COMPLETE (SPECIAL)
PRESSURE CONNECTION
8" 45 DEGREE BEND
WATERMAIN, DIP, CL52, 8"
T/WM=662.17 +/-
RIM=668.67
6"x6" COMPLETE (SPECIAL)
PRESSURE CONNECTION
6" 45 DEGREE BEND
T/WM=662.21
RIM=668.41
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
WATERMAIN, DIP, CL52, 6"
T/WM=663.55
B/ST=665.12 +/-
45 DEGREES BEND
10"x6" REDUCER ELBOW,
45 DEGREES BEND
10"x8" REDUCER ELBOW,
45 DEGREES BEND
10"x6" REDUCER ELBOW,
G.R.=669.60
COMPLETE (SPECIAL)
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT TO BE REMOVED (SPECIAL)
WATERMAIN (SPECIAL)
FILL AND ABANDON EXISTING
INSTALL TRUST BLOCK
CUT AND CAP EXISITNG WM (SPECIAL)
INSTALL TRUST BLOCK
CUT AND CAP EXISITNG WM (SPECIAL)
COMPLETE (SPECIAL) (TYP)WATER SERVICE TAP, 1"
HMA BINDER COURSE (SPECIAL) 2.5"
HMA SURFACE COURSE (SPECIAL) 2.0"
#317(TYP)6'10' CLEAR 10' CLEAR
FORCEMAIN, 10" PVC, C900, DR14 @ 1.0%
ELEV=660.68
STA. 118+63
GRADE BREAK
FORCEMAIN, INV=660.68
CONNECT TO EXISTING
EXISTING / PROPOSED GROUND
CENTERLINE UNIVERSITY DRIVE
THE OPERATING NUT
OF THE CLOSED VALVE IN LIEU OF
BY THE VILLAGE INSTALLED ON TOP
NUT REMOVED AND A PLATE PROVIDED
CLOSE VALVE AND HAVE OPERATING
THE OPERATING NUT
OF THE CLOSED VALVE IN LIEU OF
BY THE VILLAGE INSTALLED ON TOP
NUT REMOVED AND A PLATE PROVIDED
CLOSE VALVE AND HAVE OPERATING
THE OPERATING NUT
OF THE CLOSED VALVE IN LIEU OF
BY THE VILLAGE INSTALLED ON TOP
NUT REMOVED AND A PLATE PROVIDED
CLOSE VALVE AND HAVE OPERATING
12"(WM QUALITY), 24"
STORM SEWER, TY 2
(WM QUALITY), 24"
STORM SEWER, TY 2
(WM QUALITY), 24" EQUIV
STORM SEWER, TY 2
CONNECT TO EXISTING FORCEMAIN
(WM QUALITY), 24"
STORM SEWER, TY 2
(WM QUALITY), 24"
STORM SEWER, TY 2
(WM QUALITY), 24" EQUIV
STORM SEWER, TY 2
24" RCP
EX. STORM SEWER,
WATERMAIN, DIP, CL52, 10"
T/WM=662.21
RIM=668.41
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
24" RCP
EX. STORM SEWER,
IN FIELD
VERIFY EX. INVERTS
(TYP)
4" PIPE UNDERDRAIN
(TYP)
PCC SIDEWALK 5 INCH
T/WM=664.34
10"x10" DI TEE
T/WM=661.25
RIM=668.91
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
45 DEGREES BEND
10"x6" REDUCER ELBOW,
AND GUTTER, TYPE M-4.12 (TYP)
COMBINATION CONCRETE CURB
T/WM=662.82
RIM=668.73
VALVE VAULT TY A 5' DIA
WATER VALVE 10"
T/WM=663.46
RIM=668.73
VALVE VAULT TY A 5' DIA
WATER VALVE 10"AAATO EXISTING STORM STRUCTURE
CONNECT PROPOSED STORM SEWER
WATER MAIN (SPECIAL)
CONNECTION TO EXISTING
WATERMAIN, DIP, CL52, 8"
INSTALL TRUST BLOCK
CUT AND CAP EXISTNG WM (SPECIAL)
NOTE:
RESPONSIBILITY OF THE CONTRACTOR.
INSTALLATION AND GENERAL CONSTRUCTION SHALL BE THE
ANY DAMAGE TO EX. FORCEMAIN DUE TO PROPOSED FORCEMAIN
IN WATER SERVICES.
CONTRACTOR HAS OPTION TO EITHER OPEN CUT OR "MOLE"
SEWER LOCATIONS TO BE VERIFIED IN FIELD.
COVER DOES NOT EXCEED 5.5'
INSULATED WATERMAIN D.I.P. TO BE USED IN LOCATIONS WHERE
ALL VALVE VAULTS TY A SHALL HAVE TY 1 FRAME AND (WATER) LID
5.5' TYP
TEE
10" DI
STA. 121+81.00
UNIVERSITY DRIVE
IMPROVEMENTS
END ROADWAY
C900, DR14 (491 FT)
FORCEMAIN, 10" PVC,
FORCEMAIN, 10" PVC, C900, DR14 @0.0% (491 FT)
(TYP)
WATER SERVICE CLEARANCE=3.0'+/-
BEND
10" 15 DEGREE
EX. SANITARY SEWER, 8"
T/SAN=661.47
B/EX. SAN=662.21
T/SAN=661.39
B/W=661.86
DEGREE BEND
10" 45
T/EX. SAN=661.28
B/SAN=660.64
T/SAN=661.47
B/EX. SAN=662.21 +/-
T/WM=664.13
10"x6" DI TEE
T/WM=664.13
10"x6" DI TEE
T/WM=664.34
10"x10" DI TEE
T/SAN=660.47
B/W=661.86
T/SAN=661.51
B/W=661.86
T/SAN=661.51
B/W=661.86
T/WM=662.21
B/SS=663.71
STORM SEWER, TY 2 (WM QUALITY), 12"
(WM QUALITY), 12"
STORM SEWER, TY 2
T/WM=662.47
10"x8" DI TEE
T/WM=662.47
10"x8" DI TEE
INSTALL TRUST BLOCK
CUT AND CAP EXISITNG WM (SPECIAL)
117
118 119 120+00 121 122 123
202 203BLA, Inc. WV
W
W
W W
WV
W
#294 #302 #312 #320 #330
#331#317#291
#284 #1188
671.09670.86670.75670.52670.28669.99669.76669.60669.39669.22669.05671.09670.86670.75670.52670.28669.99669.76669.60669.39669.22669.05
MATCH LINE STA. 105+00UNIVERSITY DRIVE
ROAD
BUFFALO GROVE
1"=20'MATCH LINE STA. 105+00MATCH LINE STA. 111+00UNIVERSITY DRIVE
1 2
22
100+00 111+00
LANDSCAPING / EROSION CONTROL / PAVEMENT MARKINGS
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
- INLET FILTERS
- TREE TRUNK PROTECTION
INLET FILTERS (TYP)
(TYP)
TREE TRUNK PROTECTION
LEGEND
(TYP)
TREE TRUNK PROTECTION
(TYP)
GENERAL LANDSCAPE RESTORATION (SPECIAL)
(TYP)
GENERAL LANDSCAPE RESTORATION (SPECIAL)
(SPECIAL)
- GENERAL LANDSCAPE RESTORATION
STA 100+49.72
TYPE I, 24" - STOP BAR
POLYUREA PAVEMENT MARKING
6' C-C
MARKING TYPE I, 6"
POLYUREA PAVEMENT
6' C-C
MARKING TYPE I, 6"
POLYUREA PAVEMENT
STA. 100+59.00
UNIVERSITY DRIVE
IMPROVEMENTS
BEGIN PROJECT
STA. 100+59.00
UNIVERSITY DRIVE
IMPROVEMENTS
BEGIN ROADWAY
STA 110+81.65
LINE 24" - STOP BAR
THERMOPLASTIC PAVEMENT MARKING,
100+00 101 102 103 104 105+00
BLA, Inc.
W
WV
GV
GV
WV
W WW
W
WV
GV
GV
WV
W W
W
W
W
WV
W
W
W
W
W
W
W
W
WV
W
W
105+00 106 107 108 109 110+00 111
W
WV
GV
GV
WV
W W
#22 #34 #44 #54 #64 #74 #86
#87#77#65#55#45#33#23
W
W
W
WV
W
W
#183#171#159#149#139#127#119#107#97
MATCH LINE STA. 117+00UNIVERSITY DRIVE
1"=20'
UNIVERSITY DRIVEMATCH LINE STA. 111+00MATCH LINE STA. 117+00LANE
HARVARD
DRIVE
CAMBRIDGE
LANE
SELWYN
ROAD
DOWNING
22
23
105+00 122+50
LANDSCAPING / EROSION CONTROL / PAVEMENT MARKINGS PLAN
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =40.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
- INLET FILTERS
- TREE TRUNK PROTECTION
LEGEND
INLET FILTERS (TYP)
(TYP)
TREE TRUNK PROTECTION
INLET FILTERS (TYP)
(TYP)
TREE TRUNK PROTECTION
- GENERAL LANDSCAPE RESTORATION
(TYP)
GENERAL LANDSCAPE RESTORATION (SPECIAL)
(TYP)
GENERAL LANDSCAPE RESTORATION (SPECIAL)
STA 111+83.61
LINE 24" - STOP BAR
THERMOPLASTIC PAVEMENT MARKING,
STA 121+52.04
LINE 24" - STOP BAR
THERMOPLASTIC PAVEMENT MARKING,
6' C-C
LINE 6" - CROSSWALK
THERMOPLASTIC PAVEMENT MARKING,
6' C-C
LINE 6" - CROSSWALK
THERMOPLASTIC PAVEMENT MARKING,
STA. 121+81.00
UNIVERSITY DRIVE
IMPROVEMENTS
END ROADWAY
STA. 122+50.00
UNIVERSITY DRIVE
IMPROVEMENTS
END UTILITY
111 112 113 114
115+00
116 117BLA, Inc.
WV
WV
W W
WV W
WV
WWV
WV
W W
WV W
WV
W V
W
W
W W
W V
W
117
118 119 120+00 121 122 203WV
WV
W W
WV W
WV
#222 #232
#244
#254
#264
#274
#237
#225#215#205
#1143 #212
#1172
W V
W
#294 #302 #312 #320 #330
#331#317#291
#284 #1188
REMOVALS PROPOSED
ADA RAMP IMPROVEMENT PLAN
UNIVERSITY DRIVE
24
UNIVERSITY DRIVEUNIVERSITY DRIVE
ROADBUFFALO GROVEROADBUFFALO GROVEN/AN/A511"=5'
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =10.0001 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
LEGEND
SIDEWALK REMOVAL
EX ROW EX ROW
EX ROWEX ROW
0201
7
4'
5'
4'
5'
12
14
1.5%
3.0%
2.0%
2.2%
2.0%
2.0%
15
11
LINEAR ITEM REMOVAL
03
8
13
REMOVAL (TYP)
COMBINATION CURB AND GUTTER
SIDEWALK REMOVAL (TYP)
GUTTER, TYPE B-6.24 (TYP)
COMBINATION CONCRETE CURB AND
04
1.1%06
05
10
09
3.7%
(TYP)
DETECTABLE WARNINGS (SPECIAL)
AGG. BASE COURSE, TYPE B (SPECIAL) (TYP)
PCC SIDEWALK, 5 IN (TYP)
(SPECIAL) OR DETECTABLE WARNINGS (SPECIAL)
DETECTABLE WARNINGS, FURNISHED BY OTHERS
BUFFALO GROVE INTERSECTION
POINT No.:STATION OFFSET ELEV.
1 100+33.81 42.06' LT 694.34
2 100+38.60 41.91' LT 694.26
3 100+32.60 31.87' LT 693.97
4 100+37.70 31.93' LT 693.89
5 100+47.70 31.87' LT 693.68
6 100+47.70 28.02' LT 693.70
7 100+42.68 31.90' LT 693.81
8 100+42.68 28.00' RT 693.79
9 100+47.80 27.93' RT 693.08
10 100+47.80 32.00' RT 693.16
11 100+37.00 27.85' RT 693.38
12 100+37.79 32.06' RT 693.46
13 100+32.87 32.64' RT 693.40
14 100+33.14 42.08' RT 693.72
15 100+37.96 42.00' RT 693.68
GV
GV
BLA, Inc.
GV
GV
100+00
GV
GV
PROPOSEDREMOVALS
ADA RAMP IMPROVEMENT PLAN 25DOWNING ROADDOWNING ROADUNI
VERSI
TY DRI
VEUNI
VERSI
TY DRI
VEN/AN/A521"=5'
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =10.0001 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
LEGEND
SIDEWALK REMOVAL
16
22
20
12
09
11
01
05
06
08
03
07
2.0%2.0%0.4%2.0%0.2%2.6%1.5%1.5%2.9%044.8%2.0%
14
18
19
17
10
15
21
SIDEWALK REMOVAL (TYP)
GUTTER, TYPE M-6.12 (TYP)
COMBINATION CONCRETE CURB AND
REMOVAL (TYP)
COMBINATION CURB AND GUTTER
02
131.5%2.0%2.0%
LINEAR ITEM REMOVAL
(TYP)
BY OTHERS (SPECIAL)
DETECTABLE WARNINGS, FURNISHED
(TYP)
AGG. BASE COURSE, TYPE B (SPECIAL)
PCC SIDEWALK, 5 IN
BY OTHERS (SPECIAL)
DETECTABLE WARNINGS, FURNISHED
DOWNING ROAD INTERSECTION
POINT No.:STATION OFFSET ELEV.
1 115+57.51 28.17' RT 671.84
2 115+57.51 32.01' RT 672.00
3 115+66.89 28.28' RT 671.44
4 115+66.89 32.25' RT 671.52
5 115+64.88 42.04' RT 671.90
6 115+68.52 42.79' RT 671.75
7 115+71.13 28.29' RT 671.38
8 115+71.13 32.29' RT 671.46
9 115+74.68 28.28' RT 671.31
10 115+74.68 32.28' RT 671.39
11 115+77.54 32.28' RT 671.37
12 116+36.72 27.51' RT 671.51
13 116+36.53 31.40' RT 671.62
14 116+26.55 27.15' RT 671.58
15 116+26.55 31.01' RT 671.66
16 116+19.86 52.72' RT 672.15
17 116+23.25 53.12' RT 672.28
18 116+22.74 27.19' RT 671.50
19 116+22.74 31.28' RT 671.58
20 116+15.50 27.22' RT 671.39
21 116+15.50 31.22' RT 671.47
22 116+13.07 31.19' RT 671.46
WV
PAVERS
BRICK
BLA, Inc.
WV
PAVERS
BRICK
WV
PROPOSEDREMOVALS
ADA RAMP IMPROVEMENT PLAN 26SELWYN LANESELWYN LANEUNIVERSITY DRIVE
UNIVERSITY DRIVE
3 5 N/A N/A1"=5'
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =10.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
LEGEND
SIDEWALK REMOVAL
2.0%
1.8%
2.0%
1.5%
5.5%
1.5%
1.5%
1.1%
2.0%
1.5%
2.6%
2.0%
1.5%
4'
4'4'
4'
111513
17
16 14
18
01
02
05
03
06
08
10
09
21
19
04
LINEAR ITEM REMOVAL
07
GUTTER, TYPE M-6.12 (TYP)
COMBINATION CONCRETE CURB AND
REMOVAL (TYP)
COMBINATION CURB AND GUTTER
SIDEWALK REMOVAL (TYP)
12
0.8%
20
(TYP)
AGG. BASE COURSE, TYPE B (SPECIAL)
PCC SIDEWALK, 5 IN
BY OTHERS (SPECIAL), (TYP)
DETECTABLE WARNING FURNISHED
WARNINGS FURNISHED BY OTHERS (SPECIAL)
DETECTABLE WARNINGS (SPECIAL), OR DETECTABLE
SELWYN LANE INTERSECTION
POINT No.:STATION OFFSET ELEV.
1 118+69.10 27.83' RT 670.09
2 118+69.10 31.66' RT 670.16
3 118+79.24 27.60' RT 669.89
4 118+79.67 31.64' RT 669.96
5 118+80.73 41.58' RT 670.46
6 118+84.49 41.42' RT 670.43
7 118+83.20 27.42' RT 669.82
8 118+83.59 31.55' RT 669.88
9 118+84.36 27.32' RT 669.80
10 118+88.64 31.58' RT 669.84
11 119+45.27 27.74' RT 669.84
12 119+45.27 31.60' RT 670.01
13 119+35.27 27.76' RT 670.04
14 119+35.74 31.76' RT 670.12
15 119+31.71 27.76' RT 670.00
16 119+31.94 31.76' RT 670.06
17 119+34.82 54.70' RT 670.67
18 119+38.57 54.23' RT 670.76
19 119+24.87 27.75' RT 669.85
20 119+24.87 31.75' RT 669.91
21 119+22.94 31.75' RT 669.89
W V
PCC
BLA, Inc.
W V
W V
ADA RAMP IMPROVEMENT PLAN
UNIVERSITY DRIVE
REMOVALS
PROPOSED
27
UNIVERSITY DRIVEUNIVERSITY DRIVE
1"=5'4 5 N/A N/ACAMBRIDGE DRIVECAMBRIDGE DRIVESECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =10.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
LEGEND
SIDEWALK REMOVAL
1.5%
2.0%1.5%
1.0%
5.9%
1.7%
3.6%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
4'
4'
4'
4'
03 05
01
14
15 21
18
20
13
10
11
0806
07
26
24
22
1916
17 LINEAR ITEM REMOVAL
02
12
09
25
23
28
REMOVAL (TYP)
COMBINATION CURB AND GUTTER
SIDEWALK REMOVAL (TYP)
04
27
2.0%
(TYP)
AGG. BASE COURSE, TYPE B (SPECIAL)
PCC SIDEWALK, 5 IN
(TYP)
OTHERS (SPECIAL)
DETECTABLE WARNINGS, FURNISHED BY
WARNINGS FURNISHED BY OTHERS (SPECIAL)
DETECTABLE WARNINGS (SPECIAL) OR DETECTABLE
GUTTER, TYPE M-6.12 (TYP)
COMBINATION CONCRETE CURB AND
CAMBRIDGE DRIVE INTERSECTION (WEST)
POINT No.:STATION OFFSET ELEV.
1 121+58.45 41.73' LT 669.43
2 121+62.43 42.19' LT 669.25
3 121+49.63 31.90' LT 669.14
4 121+49.62 28.00' RT 668.98
5 121+59.62 31.80' LT 668.84
6 121+60.17 27.85' LT 668.78
7 121+63.87 31.74' LT 668.80
8 121+64.24 27.74' LT 668.72
9 121+68.66 31.42' LT 668.78
10 121+69.37 27.43' LT 668.69
11 121+70.52 31.30' LT 668.77
12 121+61.19 22.48' LT 668.48
13 121+65.12 23.22' LT 668.55
14 121+61.66 20.00' LT 668.43
15 121+60.98 27.88' RT 668.80
16 121+60.97 31.98' RT 668.94
17 121+72.82 41.82' RT 668.79
18 121+76.55 41.82' RT 668.69
19 121+71.62 31.89' RT 668.56
20 121+75.35 32.00' RT 668.44
21 121+70.75 27.96' RT 668.44
22 121+74.83 28.02' RT 668.38
23 121+77.98 31.76' RT 668.42
24 121+77.63 27.78' RT 668.38
25 121+81.60 31.45' RT 668.40
26 121+70.35 25.87' RT 668.40
27 121+74.28 25.12' RT 668.32
28 121+69.58 21.82' RT 668.34
BLA, Inc.
ADA RAMP IMPROVEMENT PLAN
UNIVERSITY DRIVE
REMOVALS PROPOSED
28
1"=5'5 5 N/A N/ACAMBRIDGE DRIVECAMBRIDGE DRIVEUNIVERSITY DRIVE
UNIVERSITY DRIVE
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =10.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
LEGEND
SIDEWALK REMOVAL
0.5%
1.5%
4.3%
2.0%
2.0%
3.2%
0.3%
1.5%
1.3%
2.0%
2.0%
1.5%
2.5%
4'
4'
4'
4'
01
17
21
27
15
19
26
18
20
22
23
25
05
06
04
08
10
07
13
14
09
02
03
12
16
24
SIDEWALK REMOVAL (TYP)
REMOVAL (TYP)
COMBINATION CURB AND GUTTER
GUTTER, TYPE M-6.12 (TYP)
COMBINATION CONCRETE CURB AND
LINEAR ITEM REMOVAL
0.5%
2.0%
11
28
1.5%
1.3%
1.7%
2.0%
2.0%
(TYP)
BY OTHERS (SPECIAL)
DETECTABLE WARNINGS, FURNISHED
WARNINGS, FURNISHED BY OTHERS (SPECIAL)
DETECTABLE WARNINGS (SPECIAL) OR DETECTABLE
(TYP)
AGG. BASE COURSE, TYPE B (SPECIAL)
PCC SIDEWALK, 5 IN
CAMBRIDGE DRIVE INTERSECTION (EAST)
POINT No.:STATION OFFSET ELEV.
1 122+19.17 37.99' RT 669.37
2 122+23.16 37.94' RT 669.51
3 122+20.35 28.06' LT 668.76
4 122+24.38 28.02' LT 668.80
5 122+34.72 28.09' LT 669.15
6 122+34.81 24.13' LT 669.03
7 122+20.80 23.96' LT 668.70
8 122+24.82 23.91' LT 668.72
9 122+21.07 18.72' LT 668.60
10 122+25.06 18.93' LT 668.58
11 122+25.20 16.24' LT 668.54
12 122+15.04 28.41' LT 668.74
13 122+14.79 24.42' LT 668.68
14 122+11.95 28.61' LT 668.71
15 122+37.11 23.67' RT 668.46
16 122+37.05 27.69' RT 668.66
17 122+24.51 37.93' RT 668.59
18 122+28.40 37.41' RT 668.65
19 122+27.12 23.83' RT 668.33
20 122+27.25 27.89' RT 668.40
21 122+23.12 24.01' RT 668.28
22 122+23.24 28.02' RT 668.34
23 122+18.35 24.33' RT 668.18
24 122+18.62 28.32' RT 668.26
25 122+16.13 28.49' RT 668.24
26 122+27.00 18.74' RT 668.30
27 122+23.00 18.83' RT 668.22
28 122+26.95 16.16' RT 668.28
BLA, Inc.
EXHIBIT NO. 301
DETAIL
SANITARY SEWER MANHOLE LID
CONTINUOUS GASKET (40 DUROMETER)
1"
1"
1/4"
1/4"
MACH. GROOVE IN LID SEAT
FOR 1/4" DIA. POLYISOPRENE3/16"3/4"3/8"CONCEALED PICKHOLE
PER NF 9204-A
LFUFA
B OV
GOR ESEWER
SANITARY
VI OGLLAE
F
NEENAH FOUNDRY CO.
USA
NEENAH FOUNDRY
R-1772 SOLID LID TYPE "B"
EXHIBIT NO. 401
VALVE VAULT LID DETAIL
(2) CONCEALED TYPE PICK HOLE
TYPE `B' RECESSED POCKETS
PER NF - 9204-A
LFUFA
B OV
GOR EWATER
VI OGLLAE
F
NEENAH FOUNDRY CO.
USA
NEENAH FOUNDRY
R-1772 SOLID LID TYPE "B"
1"
1"3/4"3/8"CONCEALED PICKHOLE
PER NF 9204-A
CONCEALED PICKHOLE DETAIL
CONCEALED PICKHOLE DETAIL
(2) CONCEALED TYPE PICK HOLE
TYPE `B' RECESSED POCKETS
1" RAISED LETTERS TYP.
FLUSH WITH SURFACE
PER NF - 9204-A
VILLAGE DETAILS
UNIVERSITY DRIVE
N.T.S.1 3 N/A N/A
SANITARY MANHOLE
SANITARY TRENCH DETAIL
29
UNDERDRAIN DETAIL
1" RAISED LETTERS TYP.
FLUSH WITH SURFACE
RESTORATION
GENERAL LANDSCAPE
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
BLA, Inc.
N/AN/A32N.T.S.
VILLAGE DETAILS
UNIVERSITY DRIVE
PRESSURE CONNECTION IN VAULT
RESIDENTIAL WATER SERVICE
FIRE HYDRANT
30
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
BLA, Inc.
N/AN/A33N.T.S.
VILLAGE DETAILS
UNIVERSITY DRIVE
31
FORCEMAIN INSPECTION MANHOLE
PROPOSED PROPOSED
SECTION COUNTY
ILLINOIS
TOTAL
SHEETS
SHEET
NO.RTE.
SCALE:
DMcglincyUSER NAME =
PLOT SCALE =100.0000 ' / in.
PLOT DATE =7/24/2019 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
4220
MC
MC
DB
07/25/2019
COOK
CONTRACT NO.
MUN
UNIVERSITY DRIVE
VILLAGE OF BUFFALO GROVE 31
BLA, Inc.